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Home My WebLink About50643-Z ho��Of SOUryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd '`��ourm aim Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46291 Date: 07/02/2025 THIS CERTIFIES that the building COMMERCIAL Location of Property: 46770 CR 48 Southold, NY 11971 Sec/Block/Lot: 55.-5-9.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/14/2024 Pursuant to which Building Permit No. 50643 and dated: 05/09/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Commercial building for retail sales, service and storage of boats as applied for per ZBA #7701 Dated 9/7/2023. The certificate is issued to: 46770 Rt 48 LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-23-0210 ELECTRICAL CERTIFICATE: 50643 5/21/2025 PLUMBERS CERTIFICATION: Brad Piecuch 5/20/2025 Aut o ed ignature ��o�SUFFnc,r�o TOWN OF SOUTHOLD a BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY y��l � Rapti 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#: 50643 Date: 5/9/2024 Permission is hereby granted to: 46770 Rt 48 LLC 127 Stirling Ave Greenport, NY 11944 To: construct a commercial building for retail sales,'service and storage of boats (not to exceed 25 feet in length) as applied for per ZBA, Planning & SCHD approvals. At premises located at: 46770 CR 48, Southold SCTM #473889 Sec/Block/Lot# 55.-5-9.1 Pursuant to application dated 3/14/2024 and approved by the Building Inspector. To expire on 11/8/2025. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,261.50 CO-COMMERCIAL $100.00 Total: $5,361.50 Building Inspector OF SO!/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �� a COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 46770 Route 48 LLC Address: 46770 Route 48 City:Southold St: NY zip: 11971 Building Permit#: 50643 Section: 55 Block: 5 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Custom Lighting Electrician: Benjamin Doroski License No: 38893-ME SITE DETAILS Office Use Only Residential Indoor X Basement - Solar Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 27 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors Main Panel 400 A/C Condenser 1 Single Recpt Recessed Fixtures 36 CO2 Detectors 6 Sub Panel (2)100 A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors t� Disconnect Switches 26 4'LED Exit Fixtures F91 Sump Pump Other Equipment 400A Panel, (2) 100 Sub-panels, 2 Mini-Splits, Hot Water Heater Notes: Commercial Building Inspector Signature: A Date: May 21, 2025 S.Devlin-Cert Electrical Co lian Form %tf W* V. -own Hap Annex fro. ��rA-, Telephone(631)765-1862 5W5 Main'Road a:. .c Z. P.0.Box 1179- 'souihdd;NY 11971.0959 � •0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Pernrit No. .�J.0 Owner. 7�y R L L L (Please print) Plumber_'' (Please print) I certify that the.solder used in the water supply system contains less#han 2/10 of.1:%lead. (Plumbers Signature) Swornto before me this davof M 20 0� Notary Public, C. 4( County SUSAN A.Aran Notary Public,Stated'N6*Yd* No.OIR1619349 . dusLfied iri`Si ffolk CourAY CornmjWon Exprt=March 17,20r19' MAILING ADDRESS: PLANNING BOARD MEMBERS �Q .S®Ujyo: Southold, NY 11971 Box 1179 Chairman JAMES H.RICH III ••~0;, lQ '' OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY ,_ 54375 State Route 25 MARTIN H.SIDOR (cor.Main Rd.&Youngs Ave.) DONALD J.WILCENSKI Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE July 1, 2025 TOWN OF SOUTHOLD 46770 Route 48 LLC P.O. Box 88 Greenport, NY 11944 Attn: Joe Flotteron Re: Approved Site Plan for Peconic Water Sports 46770 Route 48, t406' s/w/o Boisseau"Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Flotteron: The Planning Board has found that the requirements for the above-referenced Site Plan have been completed as approved based on the site inspections made June 17, 2025 and June 30, 2025, and the Planning Board work session on June 23, 2025. This site is in general conformance with the approved site plan entitled "Peconic Watersports" prepared by Thomas C. Wolpert, Licensed Professional Engineer, and Howard W. - Young, Licensed Land Surveyor, dated August 9, 2022 and last revised October 3, 2023; and, the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Mara Cerezo E C E D �1n E Planner D U cc: Michael Verity, Chief Building Inspector JUL + 2 2025 Martin Finnegan, Applicant's Agent Building Department Town of Southold ` � J sv_ ® ' TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION I FOUNDATION 1ST/REBAR [ J ROUGH PLEIG. [ ] FOUNDATION 2ND [ J INSULATION/CAULKING [ J FRAMING/STRAPPING [ J FINAL FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL(ROUGH) [ ] ELECTRICAL(FINAL) ` [ J CODE VIOLATION ( j PRE C/O [ ] RENTAL H 3 REMARKS: i 0 ! mr° n DATE _ --- _ INSPECTOR 1Ii I c A 1A Irk a gig = All ILI 1 _ IN-hi MILO all. 1A L} �_ z A. Qi, ii r: Pj] ilk Sig =®Is ul - - NIL aid ��"` a�+ www.lamtec.com LAMTECO CORPORATION WM-P,60 POLYPROPYLENE/SCRIM /CORE/ METALLIZED POLYESTER Meets ASTM C1136 Type I II III IV V VI FACING-COMPOSITION DESCRIPTION VALUES(I-P) VALUES(SI)amETwc White Film Polypropylene 12.6 Ibs/3000 ft2. 21 g/m2 Adhesive Flame Resistant Reinforcing Tri-directional MD: 5/inch MD: 201100 mm Fiberglass/Polyester XD: 5/inch XD: 20/100 mm Core Proprietary 30 Ibs/3000 ft2 49 g/m2 Adhesive Polymeric Film Metallized Polyester 0.0005 inch 12.7 micron PHYSICAL PROPERTIES TEST METHOD VALUES (1-P) VALUES (SI)mETwc Basis Weight Scale 32 lbs/1000 ft2 156 g/m2 Permeance.(WVTR) ASTM E96 50.02 perm 51.14 ng/m2-s•Pa Procedure A (grains/hr*ft2*in Hg) Bursting Strength ASTM D774 120 psi 8.4 kg/cm2 Tensile Strength ASTM D828 MD: 65 Ibs/inch MD: 11 A kN/m XD: 60 Ibs/inch XD: 10.5 kN/rn Temp. &Humidity Resistance ASTM C1258 No Corrosion No Corrosion No Delamination No Delamination Low Temperature Resistance ASTM C1263 Remains Flexible Remains Flexible 4 hours at-20OF(-29°C) No Delamination No Delamination High Temperature Resistance ASTM C1263 Modified Remains Flexible Remains Flexible 4 hours at 240'F(116°C) No Delamination No Delamination Mold Resistance ASTM C1338 No Growth No Growth- Dimensional Stability ASTM D1204 50.5% 50.5% Light Reflectance ASTM E1331 85% 85% FIRE TESTING FM ASTM E84/UL 723 Polypropylene Polyester APPRIN1111 Side Side "SSIA%t Flame Spread 5 5 Smoke Developed 25 20 u` Physical property values are typical and not intended to serve as specifications. Weight and thickness values+/-10%. Information subject to change without notice. "LAMTEC"AND"WMP"ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION 5010-River Road Mount Bethel, Pennsylvania 18343-5610 U.S.A. Phone: (570) 897-8200 Fax: (570) 897-60.81 Web: www.lamtec.com 8/24 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Cade: 2018 IECC Project Title: Peconic Water Sports Location: Southold,New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 12% Construction Site: Owner/Agent: Designer/Contractor. 46770 County Rd 48 46770 Route 48 LLC Robert Stromski Southold,New York 11971 46770 Route 48 STROMSKI architecture,p.c. Southold,New York 11971 PO Box 1254 609-937-9801 jamesport,New York 11947 631-779-2832 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration,LO credit Building Area Floor Area 1-Automotive Facility:Nonresidential 9595 Envelope Assemblies Assembly Gross Area Cavity ConL Proposed Budget U- or R-Value R-Value U-Factor Factorai Perimeter Roof.Metal Building,Standing Seam,Single Insulation Layer 6926 0.0 38.0 0.026 0.035 with Thermal Blocks(c),[Bldg.Use 1-Automotive Facility] Ext.Wall:Steel-Framed.161n.c.c.,[Bldg.Use 1-Automotive 1880 35.0 0.0 0.070 0.064 Facility] Door:Glass(over 50 9.56976e-3151azing):Metal Frame,Non- 448 — — 0.290 0.450 Entrance Door,Perf.Specs.:Product ID Overhead Door,SHGC 0.39,PF 11.50,[Bldg.Use 1-Automotive Facility](b) Door.Glass(over 50 9.56976e-3151azing):Metal Frame, 42 — — 0290 0.770 Entrance Door,Perf.Specs.:Product ID Storefront Door,SHGC 0.39,PF 1.13,[Bldg.Use 1-Automotive Facility](b) Window:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 72 — — 0,240 0.380 Product ID Acid Etched Storefront,SHGC 0.39,PF 5.00,[Bldg. Use 1-Automotive Facility](b) Window:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 32 — — 0.240 0.380 Product 1D Gliding Aluminum,SHGC 0.39.PF 1.63,[Bldg.Use 1 -Automotive Facility](b) Ext.Wail:Steel-Framed,161n.o.c.,[Bldg.Use T-Automotive 2131 35.0 0.0 0.070 0,064 Facility] Window:.Metal Frame with Thermal Break:Fixed,Pert.Specs.: 108 — — 0.240 0.380 Product ID Acid Etched,SHGC 0.39,PF 11.50,[Bldg.Use 1- Automotive Facility](b) Window:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 32 — — 0.240 0.380 Product ID Fixed Storefront,SHGC 0.39,PF 1.38,[Bldg.Use 1- Automotive Facility](b) Window:Metal Frame with Thermal Break:Fixed,Perf,Specs.: 48 — — 0.240 0.380 Product ID Acid Etched,SHGC 0.39,PF 9.75,[Bldg.Use 1- Automotive Facility](b) Project Title: Peconic Water Sports Report date:04/16/24 Data filename: Page 1 of 9 Assembly Gross Area Cavity Cont Proposed Budget U- or R Value R Value U-Factor Factoriu Perimeter Window:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 48 — — 0.240 0.380 Product ID Gliding Unit,SHGC 0.39,PF 38.00,[Bldg.Use 1- Automotive Facility](b) Door:Glass(over 50 9.56976e-3151azing):Nonmetal Frame, 42 — — 0.270 0.770 Entrance Door.Perf.Specs.:Product ID Anderson Glider,SHGC 0.26,PF 2.13,[Bldg.Use 1-Automotive Facility](b) Door.Insulated Metal,Swinging,[Bldg.Use 1-Automotive 21 — — 0.300 0,610 Facility] Door:Insulated Metal,Non-Swinging,[Bldg.Use 1-Automotive 192 — — 0.300 0.179 Facility] Ext.Wall:Steel-Framed,16in.o.c.,[Bldg.Use 1-Automotive 1708 35.0 0.0 0.070 0.064 Facility] Window:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 64 — — 0.240 0.380 Product ID Acid Etched,SHGC 0.39,PF 22.00,[Bldg.Use 1- Automotive Facility](b) Door:Insulated Metal,Swinging,[Bldg.Use 1-Automotive 21 — — 0.300 0.610 Facility] Ext.•Wall:Metal Building Wall,Single Layer Mineral Fiber 1885 19.0 0.0 0.147 0.052 (compressed at girt),[Bldg.Use 1-Automotive Facility] Door:Insulated Metal,Swinging.[Bldg.Use 1-Automotive 21 — — 0.300 0.610 Facility] Door.Insulated Metal;Non-Swinging,[Bldg.Use 1-Automotive 448 — — 0.300 0.179 Facility] (a)Budget U-factors are used for software baseline calculations ONLY,and are.not code requirements. (b)fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Thermal spacer block with minimum R-3.5 must be installed above the purlinlbatt,and the roof deck secured to the purlins. Design Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this perm' applicati .The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck V io Mche Web 0Fd to comply with any ap icable mandatory requirements listed in the Inspection Checklist. Na e-Title ig to `bj �� g R�r .! Dat qr 4 Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 2 of 9 COMcheck Software Version. COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements:0.0%were addressed directly in the COMcheck software Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. ,section # Mani Review Complies? Comments/Assumptions Re .ID. .. :., C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where []Not Observable exceptions to the standard are ❑Not Applicable claimed. C402.4.1 The vertical fenestration area<=30 `,❑Complies (PRIG]' percent of the gross above-grade wall ❑Does Not area. []Not Observable' :❑Not Applicable C402.4.1 The skylight area<=3 percent of the ❑Complies [PR11]1 gross roof area. []Does Not ❑Not Observable ❑Not Applicable C402.4.2 In enclosed spaces>2,500 ft2 ❑Complies [PR1411 •directly under a roof with ceiling ❑Does Not heights>15 ft.and used as an office, :lobby,atrium,concourse,corridor, ❑Not Observable storage,gymnasium/exercise center, ❑Not Applicable :convention center,automotive service,manufacturing,non- refrigerated warehouse,retail store, distribution/sorting area, 'transportation,or workshop,the .following requirements apply:(a)the `daylight zone under skylights is>= half the floor area;(b)the skylight area to daylight zone Is>=3 percent with a skylight VT>=0,40;or a minimum skylight effective aperture >=I percent. r91Ro 'Plans,specifications,and/or ❑Complies 1 1calculations provide all information 0Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 I High impact(Tier 1) 1,2'-Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 3 of 9 section # Footing!Foundation Inspection..' W. :Complies? Comments/Assumptions &Re'.ID s C303.2.1 Exterior insulation protected against ❑complies IFO611 damage,sunlight,moisture,wind, ❑Does Not landscaping and equipment []Not Observable maintenance activities, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2- Medium.impact.(Tier 2) 3 Low impact titer 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 4 of 9 Section.= /Rouln etin ompli Comments/AsspFraming 1 Elons Re .iD - C303 1.3 .Fenestration products rated in ❑Complies [FR12)1 .:accordance with NFRC. ❑Does Not M []Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as :OComplies [FR1311 to performance labels or certificates ❑Does Not provided. ❑Not Observable ONot Applicable C402.4.3 Vertical fenestrationSHGCvalue. '❑Complies Seethe Envelope Assemblies table for values. [FR10)1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor .❑Complies See the Envelope Assemblies table for values. C402.4.3. •and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR8)1 and COMcheck reports. []Not Observable ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in []Does Not (FR19]1 an approved manner and material permeability<=0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an ❑Not Applicable approved manner. C402.52,='Factory-built fenestration and doors ❑Complies C402 5.4,;j are labeled as meeting air leakage ,❑Does Not (FR18]3 requirements. 4. ❑Not Observable ❑Not Applicable C402 SJ7 Vestibules are installed on all building ❑Complies [FR17]3�J entrances.Doors have self-closing ❑Does Not devices. ❑Not Observable, _•. ❑Not Applicable Additional Comments/Assumptions: 1 I High impact frier 1) 2 Medium Impact(Ter 2) 13',low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 5 of 9 section ` :. # "Mechanical Rough-In Inspection •Complies? Comments/Assumptions C463.2.4, motorized dampers that automatically` , C402 5 5-, Stair and elevator shaft vents have []Complies[]Does Not 3 ` `1 dose.Refemece section C403.7.7 for []Not Observable [ME31 ;loperational details. DWI:Applicable }P C403 7 7,j Outdoor air and exhaust systems have'[]Complies [ME5S33 motorized dampers that automatically []Does Not shut when not in use and meet pNot observable maximum leakage rates.Check ❑Not Applicable gravity dampers where allowed. pP Reference section language for foperatfonal details. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law impact(Tier 3) ProjecLTitle: Peconic Water Sports Report date:04/1624 Data filename: Page 6 of 9 Section .. #," Rough-ln Electrical inspecilon. Complies? Comments/AesUrn qns C405 6 -,ELow-voltage dry-type distribution ❑Complies (EL2612 electric transformers meet the ❑Does Not "Minimum efficiency requirements of Table C405.6. ;❑Not Observable ❑Not Applicable C405 7 :'i Electric motors meet the minimum ❑Complies (Ei;.271'>;;efficiency requirements of Tables ❑Does Not C405.7(1)through C405.7(4). Efficiency verified through certification[]Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification `programs do not exist). C405 8.2"�Escalators and moving walks comply []Complies C4058.2_.,=with ASME A17.1/CSA B44 and have ❑Does Not Y; n automatic controls configured to (EL2812 reduce speed to the minimum []Not Observable permitted speed in accordance with ❑Not Applicable , jASME A37.1/CSA B44 or applicable ",local code when not conveying passengers. C405 9; ';Total voltage drop across the ❑Complies [EL291?' combination of feeders and branch ;❑Does Not circuits<=5%. ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Jf2,,I Medium impact(Tier 2) �3r Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04116/24 Data filename: Page 7 of 9 Sectton c; # Insulation Inspection;, `Complies? Comments/Assumptions &Req.ID C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions.Blown or ❑Does Not poured loose-fill insulation is installed '❑Not Observable only where the roof slope is<=3 in ❑Not Observable 12, C402.2.1 .Insulation installed on a suspended •❑Complies [IN20]1 ceiling having ceiling tiles is not being []Does Not specified for roor/telling assemblies. []Not Observable .Continuous insulation board installed 'in 2 or more layers with edge joints ❑Not Applicable offset between layers. C303 1_ ,; Building'envelope insulation is labeled?❑Complies [IN10]= rwith R-value or insulation certificate ❑Does Not providing R-value and other relevant ❑Not Observable data. []Not Applicable C303.2 -Above-grade wall insulation Installed .❑Complies [IN7]1 per manufacturer's instructions. :❑Does Not ❑Not Observable ❑Not Applicablc C402 1 3 Non-swinging opaque doors have R- ❑Complies [IN19]s 4.75 insulation. []Does Not ❑Not Observable ❑Not Applicable C105 Installed above-grade wall insulation :❑Complies See the Envelope Assemblies table for values. [IN611 'type and R-value consistent with ❑Does Not insulation specifications reported in ❑Not Observable plans and COMcheck reports. ;❑Not Applicable C402 2 34 Radiant panels and associated ❑Complies [IN18]�.,"';components,designed for heat ❑Does Not a transfer from the panel surfaces to the,[]Not Observable occupants or Indoor space are insulated with a minimum of R-3.5. []Not Applicable C105 .Installed roof Insulation type and R- []Complies.. 'See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ❑Does Not specifications reported in plans and ❑Not Observable COMcheck reports.For some ceiling systems,verification may need to ❑Not Applicable occur during Framing Inspection. C402.5.1. ,All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN111 caulked,gasketed,weather stripped :❑Not Observable " .or wrapped with moisture vapor - .permeable wrapping material to ❑Not Applicable :minimize air leakage. Additional Comments/Assumptions: 1 I High Impact(Tier 1) `2Y.Medium Impact(Tier 2) -331.Low Impact(Tier 3) Project TiLle: Peconic Water Spurts Reporl date: 04/16124 Data filename: Page 8 of 9 section # Finallnspect.on Complies? Comments%Assumptions &Rea.161. C402.5.6 Weatherseais installed on all loading .❑Complies [F13711 dock cargo door openings and provide ❑Does Not direct contact along the top and sides []Not Observable of vehicles parked in the doorway. ❑Not Applicable t4015:8 Recessed luminaires in thermal ❑Complies [FI26)3 envelope to limit infiltration and be IC ❑Does Not d rated and labeled.Seal between ❑Not Observable interior finish and luminaire housing. '❑Not Applicable C406.9 Reduced air infiltration.Air infiltration `❑Complies [FI5611 ' verified by whole-building []Does Not pressurization testing conducted in ❑Not Observable. accordance with ASTM E779 or ASTM ❑Not Applicable E1827 by an independent third party. The measured air-leakage rate of the building envelope is<=0.25 cfm/ft2 under a pressure differential of 0.3 Inches water column,with the -calculated surface area being the sum of the above-and below-grade building envelope.Comprehensive report documentation will be .submitted to the code official and the building owner. C408.1.1 'Building operations and maintenance '❑Complies V15731 'documents will be provided to the ❑Does Not .owner.Documents will cover manufacturers'information, ❑Not Observable. specifications,programming ❑Not Applicable procedures and means of illustrating to owner how building,equipment and, systems are intended to be installed, maintained,and operated. Additional Comments/Assumptions. 1 High Impact(Tier 1) 2_Medium Impact(Ter 2) 3, Low impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 9 of 9 Zoho Sign Document ID:2A768FFA-GUSYXXP1ETHN16MVMR4IGGXWX IBSPGPJZ7K4P4CQZO Town of Southold ?}� f March 12th, 2025 Building Department Town Hall Annex Building �' �` MAR 2 1 2025 54375 Route 25 P.O. Box 1179 s Southold, NY 11971 Subject: Roof-Mounted Solar Panels at the Peconic Water Sports, 46770 Country Road 48, Southold. NY 11971 To Town of Southold: I reviewed the solar energy system installation in the subject,topic on March 12th, 2025. The units have been installed per the manufacturer's instructions and the construction drawings approved by the Building Department, Town of Southold, New York. The solar panel installation is in compliance with the requirements of the 2020 Building Code of New York State, the 2017 National Electric Code, SEI/ASCE 07-16 "Minimum Design Loads for Buildings and Other Structures", NFPA Standard 70, and current industry standards and practices and based on documentation and data supplied by Element Energy at the time of this report. Markings in accordance with Section 690.53 of the National Electrical Code are provided. To the best of my belief and knowledge, the work in this document is accurate, conforms to the governing codes and,standards applicable at the time of submission, and conforms with reasonable standards of practice with the view to safeguarding life, health, property, and public welfare. Sincerely, ��OF NEW y Gennaro Anthony Giustra. P.E. �P o A c�G op Great Eastern Services, Inc. PO Box 240 n 24 Harvey Rd y << Riverhead, NY 11901 103443 Mobile: 631.235.0189 ARc SS1oNP� Email: jerrygiustra@gmail.com OF SO(/lyO� * # .TOWN OF SOUTHOLD BUILDING 'DEPT. o �0 631-765-1802 , INSPECTION oh�� [ ] FOUNDATION-1 ST/ REBAR [/INSULATIOW.CAULKING ., GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ]- FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j=FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS Q 04 qp V14 4:�) ` o L DATE INSPECTOR OP SObTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`y o►m,��''�� 631-765-1802 INSPECTION [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ .] PRE C/O [ ] RENTAL REMARKS: .. l DATE INSPECTOR 6*AIMK, -. OF SOUK°� # TOWN OF SOUTHOLD BUILDING DEPT. cau�m� 631-765-1802 >obq� INSPECTION {FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL REMARKS: �ahkv' L5 obw 71Q pov DATE I INSPECTOR SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 :INSPECTION [ FO DATION 1 ST/ REBAR [ ] RO PLBG. FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f W744, -6� �✓ vm 4►� - DATE ?51 1 X INSPECTOR OF SO(lT�O6 * # TOWN OF SOUTH.OLD BUILDING -DEPT. 631-765-1802 ov INSPEC - ION OUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: PV4 �D (4vot_ %, ✓ �A_/ A-V V6\;-v J DATE INSPECTOR *OF SOUlyO� : TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ' [ OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ . ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE .C/O [ ] RENTAL REMARKS: Ole DATE `Z �D INSPECTOR4pc,,)( *pF SOUI,�°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REMARKS: 4 RENTAL - DATE O l0 ?Q _ INSPECTO 1 *OF SOUlyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 ac ^i INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION/CAULKING [ FFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: 1` DATE O y7 INSPECTOR OF SOUTH°� # # .TOWN OF SOUTHOL-D BUILDING DEPT. 10ou�m� 631-765-1802 �,601NSPECP.ON [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ].:' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 0 3I INSPECTO OF SOOIyo� �� 6�! ✓ � �d O C Q- # TOWN OF SOUTHOLD BUILDING DEPT. °yCvurm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ], RENTAL REMARKS: g000 DATE 1 tot aT INSPECTOR AMU �'i pFSOUI t.� 7j' v * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND , [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [' ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -WJ' e I. A` '11rong- iclur- aael lo c, n I 1 QA Q-wm--r /zyn ®l1 k6'envir- , j DATE 2, INSPECTOR UE SOUIyOIo KJ /TO N OF OUTHOLD BU.ILDIN �EOPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]. FRAMING /STRAPPING [ �AL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c DATEA7-�: INSPECTOR SOUTy TOWN OF SOUTHOLD BUILDING DEPT. °`� 631-765-1802 INSPECTION' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �59� . DATE INSPECTOR 1�" pF SOOIyo� 6vk 6AS. t Conaoa� 1 OWN OF SOUTHOLD UUILDINd DEPT. cou 631-765-1802 (0(,q,2 I NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I : ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALIr�P fUj [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ]. RENTAL �u REMARKS: { i • Am solA. nfi2, coo�_S(&, , 6Q-la ov-v 61A __-r At R_ _G�79 ll�, cal� M�nnl S ` 'DATE Io L INSPECTOR 9 OF SOGjyo� r t �e `�u 'S # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 �-- ,, _ J J 9 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [;a]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AW -amgan cc.&,1p, f<j %i" ov*m j cx,+ c, l®p d � DATE ( 11-7 IZOzs INSPECTOR ho�a0FS0UTy0lo TOWN OF SOUTH 'D BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ 4- IFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Et,,cvLf dk-\ Its ch624 JJ DATE 6 a A INSPECTOR �' »^ *of SOUIyO h� l0 TOWN OF SOUTHOLD BUILDING DEPT. M� 631-765-1802 LNSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] P<LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ '] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS �( P.04 Pl"lllvst oa �6� DATE t0 `� �' INSPECTOR 1 1 • ' • '® EmWellvv FOUNDATIONMEN � / if©F��i'�. � ��l r1. ► • � ,� w� • ' z , ROUGH FRAMING& PLUMBING Sim EpAr ZOO r� MCI INSULATION PER N.Y. i'VWA' I---- -- ,A MOT M MUM Will .- lrkallvloPV ol W, rt IT-In jNOW Mmum- � 'AMIS L• �- y Q:offi F°toG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o aa�g Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only f M A R 1 4 2024 " PERMIT NO. Building Inspector: Applications and forms must.be filled out in their entirety. Incomplete r applications will not be accepted. Where the.Applicant is'not the owner,anN" Owner's Authorization form(Page 1)shall be'completed.` Date:03/07/2024 ,OWNER(S)OF PROPERTY: Name:46770 ROUTE 48 LLC SCTM#1000-055-5-9.1 ProjectAddress:46770 County Road 48 Southold NY 11.971" Phone#:6097937-9801 Email:joe@peconicwatersports.com Mailing Address:6.4150B Main Road, Southold, NY 11971 .CONTACT PERSON: Name:Robert Stromski AIA Mailing Address:PO Box 1254" PO Box 1.254 Jamesport" NY " 11947 Phone#:631-779-2832 Email:robert@stromskiarchitecture.com . " DESIGN.PROFESSIONAL INFORMATION: Name:Robert Stromski AIA Mailing Address:PO Box 1254 PO Box 1254 Jamesport NY 11947 Phone#:631-779-2832 Email:robert@stromskiarchitecture.com CONTRACTOR INFORMATION: Name:Radon Construction Mailing Address:1070 Middle"Country Road, Suite"7-328, Selden, "NY 11784 " Phone#:631-585-0660 Email:Craigp@radonconstructi"on.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Dolition Estimated cost of Project: ❑Other m $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION`. . Existing use of property:Retall Building Intended use of property:Retail Business,marine sales,service&storage facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Sodthdd this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: 'The owner/contractor/design professional is responsible for'all.drainage,and storm water issues as providecity Chapter 236 of the Town Code.APPLICATION IS-HEREBY MADItto the.Building 11 Department for the issuance.ofa Building Permit pursuant to the Building zone. Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances orRegulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws;ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections..False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45"of the,NewYork State Penal Law;' i I Application Submitt4(p�rle):Rob rt ornski AIA gAuthorizeo 7nit ❑Owner Signature ofApplica Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert Strornskl AIA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn Wore me this day of ��. Q rc- l ,20 Nota4 PublYc JANE E STROMSKI PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC O1ST4640852 (Where the applicant is not the owner) QUALIFIED SUFFOLK COUNTY NY TERM EXPIRES DECEMBER 31,,16A(o ,, Joseph Flotteron residing at do hereby authorize Robert Stromski to apply on my behalf to the Town of Southold Building,Department for approval as described herein. 0 is Signature Date Print Owner's Name 2 jFF01� TOWN OF SOUTHOLD—BUILDING DEPARTMENT �. x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtown-ny.gov Date Received APPLICATION FOR BUILDING PERMIT D`S For Office Use Only PERMIT NO. Building Inspector: # Applications and forms must be filled out in their MAC 3 t 2022 entirety. Incomplete U applications will not be accepted. Where the Applicant is not the owner,an BUILDiNU uc-r is Owner's Authorization form(Page 2)shall.be completed. TOWN OF SOUTHOLD Date:MARCH 31, 2022 OWNERS) OF PROPERTY: Name:46770 ROUTE 48 LLC SCTM # 1000-55-5-9.1 Project Address:46770 ROUTE 48, SOUTHOLD Phone#:609-937-9801 1 Email:JOE@PECONICWATERSPORTS.COM Mailing Address: 127 STERLING AVENUE, GREENPORT, NY 11944 CONTACT PERSON: Name:MARTIN D.\,FINNEGAN, ESQ. Mailing Address: PO BOX 1452, MATTITUCK, NY 11952 Phone#:631-315-6070 Email:MFINNEGAN9 NORTH FORK-LEGAL.COM .. DESIGN PROFESSIONAL.INFORMATION: Name: ROBERT STROMSKI P.A. Mailing Address: PO BOX 1254, JAMESPORT, NY 11947 Phone#:631-779-2832 Email:ROBERT@STROMSKIARCHITECTURE.COM CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ©Yes ❑No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:COMMERCIAL OFFICE Intended use of property:BOAT SALES/SERVICE AND STORAGE PER 280.48(B)(12) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B - GENERAL BUSINESS this property? Eyes ®No IF YES, PROVIDE A COPY. 0 Cieck Box After Reading: The owner/contractor/design professional is,responsible for all drainage and storm water issues as provided.by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the.Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,'alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False"statements made herein are punishable;as a_Class A rnisdemeanor pursuant to Section 210ASof the New York State Penal Law. Application Submitted By(print name):,MAR . FI N N EGAN ®Authorized Agent Downer Signature of Applicant: Date: 03/31/2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) MARTIN D. F I N N EGAN being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 31 day of MARCH 2022 6,//io(1k o 1 0 1 Notary Public ENOTARY ITZER ANNALISE PROPERTY OWNER AUTHORIZATIONIC-STATE OF NEWYORK (Where the applicant is not the owner) INSUFFOLKCOUNTYN EXPIRES SEP 28,20c2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Q��yffotK�o TOWN OF SOUTHOLD-FIRE MARSHAL o . 54375 MAIN ROAD P. O. BOX 1179 SOUTHOLD,NY 11971-0959 l OFFICE(631) 765-1802 FAX(631) 765-9502 FIRE ALARM SYSTEM CERTIFICATE OF FITNESS AND TESTING WARNING:NOTIFY ALL OCCUPANTS AND ANY AGENCIES WHO MIGHT RESPOND BEFORE TESTING SYSTEM. FAILURE TO DO SO MAY RESULT IN LEGAL ACTION AGAINST THE INSPECTOR. p ESTABLISHMENT NAME: Water$po 5 __ .,.__.M..... ADDRESS:4.67._7.0 C.unty_.Road,-4$.,,Southo.I.d,...NY 11.971._.-,,-,-- F�EDISTRICT NAME OF OWNER/AGENT PRESENT: HAS OCCUPANCY CHANGED SINCE LAST VISIT? Joesph Flotteron YES ❑ NO NATURE OF INSPECTION/TESTING/MAINTENANCE F1re_In$pection NAME OF CENTRAL STATION:State.Wlde-Monitorin. Cor PHONE#TO CENTRAL STATION TYPE OF SYSTEM: MANUAL❑ AUTOMATIC 8 VOICE EVACUATION❑ OTHER❑ CENTRAL STATION❑ REMOTE❑ PROPRIETARY❑ AUX❑ Carbon Monoxide Integrated: Yes Q No ❑ LIST ANY/ALL DEFICIENCIES J I APR 2025 .,..... ,.a.,, .mow .. ._...„.�...,......-..,...�,,.,�....,-�._.,. WERE THESE DEFICIENCIES CORRECTED?YES■NO IF NOT,WHY? CERTIFICATION: 1,AN EMPLOYEE OF THE INSPECTING FIRM LISTED BELOW,DO HEREBY CERTIFY THAT THE ALARM SYSTEM DESCRIBED ABOVE WAS INSPECTED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF NFPA 72(2016 VERSION),PARTICULARLY CHAPTER 7 AS'MELL AS TABLE 10.4.3&SECTION 10.6.2 OF NFPA 72.THIS CERTIFICATION DOES NOT IMPLY THAT ITEMS REQUIRING DAILY,WEEKLY,MONTHLY,OR QUARTERLY INSPECTION OR TESTING WERE PERFORMED AT THE SPECIFIED INTERVALS,BUT DOES IMPLY ALL SUCH ITEMS WERE INSPECTED OR TESTED AND APPEAR TO FUNCTION AS NOTED IN THIS CERTIFICATION AT THE TIME OF INSPECTION.I CERTIFY THAT THIS INSPECTION HAS BEEN PROPERLY CONDUCTED AND ALL OF THE ABOVE STATEMENTS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. INSPECTING FIRM INFORMATION YSLICENSEUMBER: COMPANY NAME I ighthou.Se S...e.Curlty.Inc,—_ _ ,. � 2174— COMPANYADDRESS 11.49uOld-Country Rd._Ste-D5.Rvhd PHO?E631-72.7�2728.�.a.__.a. INSPECTOR'S NAME: SIGN DATE: »."_. . .Thomas San tacr_ocew._. ORIGINAL COPY WITH SIGNATURE IS TO BE SUBMITTED TO THE TOWN OF SOUTHOLD FIRE MARSHAL. A COPY IS TO BE LEFT ON SITE AT THE FIRE ALARM PANEL. OFFICE USE ONLY: DATE RECEIVED �'� LIGHTHOUSE SECURITY 1149 OLD COUNTRY ROAD SUITE D-5 RIVERHEAD, NY 11901 LIGHTHOUSE SECURITY PECONIC WATERSPORTS 1149 OLD COUNTRY ROAD 46770 COUNTY ROAD 48 SUITE D-5 SOUTHOLD, NY 11971 USA RIVERHEAD, NY 11901 PECONIC WATERSPORTS Account: 00571119 46770 COUNTY ROAD 48 From: 04/28/25 at 10:53 SOUTHOLD , NY 11971 USA To: 04/28/25 at 11:36 PANEL TYPE: Date Time Signal Information Account: 00571119 -------- -------- ----------------------------------------------------------- 04/28/25 MON 10:53:12 TESTING OF ENTIRE SYSTEM - DELETED TESTING STARTS 04/28/25 10:27 }r { y V iry TESTING ENDS 04/28/25 18:27 VALID ALL DAYS OF THE WEEK REASON:10:53:21 TESTINGOF ENTIRE SYSTEM - ADDED ' . APR 2 8 2025 TESTING STARTS 04/28/25 10:53 TESTING ENDS 04/28/25 18:53 VALID ALL DAYS OF THE WEEK REASON: tom 11:01:21 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E115 ) E115 173 00 FIRE-PULL STATION - AREA 00 OFFICE VESTIBULE PULL OFFICE VESTIBULE PULL STATION 11:03:07 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R115 ) R115 173 00 RESTORE PULL STATION AREA 00 11:03:11 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E321 ) E321 0 00 BELL 1 TROUBLE(NOTIFY) AREA 00 11:03:16 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E322 ) E322 0 00 BELL 2 TROUBLE(NOTIFY) AREA 00 11:04:21 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E114 ) E114 5 00 FIRE-HEAT SENSOR - AREA 00 1ST FL STORAGE NORTH HE 1ST FL STORAGE NORTH HEAT 11:05:02 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E115 ) E115 176 00 FIRE-PULL STATION - AREA 00 1ST FL STORAGE NORTH P 04/28/25 A 1 1 A c t i v i t y R e p o r t Page: 2 DateX Time Signal Information Account: 00571119 -------- -------- ----------------------------------------------------------- 04/28/25 MON 1ST FL STORAGE NORTH PULL 11:08:13 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E110 ) E110 180 00 FIRE ALARM AREA 00 OFFICE AREA CARBON MONOXIDE 11:10:36 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (Elll ) E111 9 00 FIRE-SMOKE DETECTOR - AREA 00 OFFICE AREA SMOKE 11:13:18 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E110 ) E110 181 00 FIRE ALARM AREA 00 2ND FL STORAGE SOUTH CO 11:14:30 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E114 ) E114 6 00 FIRE-HEAT SENSOR - AREA 00 2ND FL STORAGE SOUTH HE 11:14:30 2ND FL STORAGE SOUTH HEAT 11:14:51 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E115 ) E115 179 00 FIRE-PULL STATION - AREA 00 2ND FLOOR BY STAIRS PU 2ND FLOOR BY STAIRS PULL 11:16:09 SIGNAL RECEIVED:. (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E115 ) E115 174 00 FIRE-PULL STATION - AREA 00 1ST FLOOR BY STAIRS PU 1ST FLOOR BY STAIRS PULL 11:18:25 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E311 ) E311 0 00 BATTERY MISSING AREA 00 11:18:47 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R311 ) R311 0 00 RESTORE BATTERY MISSING AREA 00 11:19:14 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R114 ) R114 5 00 RESTORE HEAT AREA 00 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R115 ) R115 176 00 RESTORE PULL STATION AREA 00 11:19:18 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R115 ) R115 179 00 RESTORE PULL STATION AREA 00 11:19:23 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R115 ) R115 174 00 RESTORE PULL STATION AREA 00 11:19:27 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 04/28/25 A 1 1 A c t i v i t y R e p o r t Page: 3 DateX Time Signal Information Account: 00571119 -------- -------- ----------------------------------------------------------- 04/28/25 MON SIGNAL RECEIVED: (Rill ) Rill 9 00 RESTORE SMOKE AREA 00 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R114 ) R114 6 00 RESTORE HEAT AREA 00 11:19:32 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R110 ) R110 180 00 RESTORE FIRE ALARM AREA 00 OFFICE AREA CARBON MONO OFFICE AREA CARBON MONOXIDE 11:19:36 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R110 ) R110 181 00 11:19:36 RESTORE FIRE ALARM AREA 00 2ND FL STORAGE SOUTH CO 11:19:40 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R321 ) R321 0 00 RESTORE BELL 1 TROUBLE(RSTR) AREA 00 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R322 ) R322 0 00 RESTORE BELL 2 TROUBLE(RSTR) AREA 00 11:25:46 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED': (E380 ) E380 180 00 SENSOR TROUBLE AREA 00 OFFICE AREA CARBON MONOXIDE 11:32:03 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R380 ) R380 180 00 RESTORE TROUBLE AREA 00 OFFICE AREA CARBON MONOXID OFFICE AREA CARBON MONOXIDE 11:32:36 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 11:32:38 SIGNAL RECEIVED: (E110 ) E110 180 00 FIRE ALARM AREA 00 OFFICE AREA CARBON MONOXIDE 11:33:18 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (R110 ) R110 180 00 RESTORE FIRE ALARM AREA 00 OFFICE AREA CARBON MONO OFFICE AREA CARBON MONOXIDE 11:36:23 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 SIGNAL RECEIVED: (E110 ) E110 180 00 FIRE ALARM AREA 00 OFFICE AREA CARBON MONOXIDE 11:36:54 SIGNAL RECEIVED: (CALLS) CALLS SIM ID NUMBER 000000860809064960589 11:36:55 SIGNAL RECEIVED: (R110 ) R110 180 00 RESTORE FIRE ALARM AREA 00 OFFICE AREA CARBON MONO OFFICE AREA CARBON MONOXIDE I 03/31/25 14:18 Subscriber Information Report Page: 1 Account Number: 00571119 Premises===========================-==== Mailing Address==============_========= PECONIC WATERSPORTS 46770 COUNTY ROAD 48 SOUTHOLD NY 11971 USA yE �\,� County. . . . . . . . . . . . . . . . . . . . . . . . . . Suffolk r vLQLf Sort By Name. . . . . . . . . . . . . . . . . . . . Panel Type. . . . . . . . . . . . . . . . . . . . . . Y`,d Start Date. . . . . . . . . . . . . . . . . . . . . . 03/29/2511 APR 2 8 2025 1 k.,,. Last Modified Date . . . . . . . . . . . . : 03/31/25 14:15 Active (Y/N) . . . . . . . . . . . . . . . . . . . . N Inact Date: 03/27/25 TimeZone. . . . . . . . . . . . . . . . . . . . . . . EST Any Signal a Test. . . . . . . . . . . . . . . N. -,.v �$fi Test Span. . . . . . . . . . . . . . . . . . . . . . . NONE Zone Test. . . . . . . . . . . . . . . . . . . . . . . N Signal Descriptions Signal Code Event Type Event Description Call List Req ------ -------------------- ------------------------------ ----------- --- 1 - SERVICE AREA NORTH HEAT DEFLT OPR 2 - SERVICE AREA MIDDLE HEAT DEFLT OPR 3 - SERVICE AREA SOUTH HEAT DEFLT OPR 4 - 1ST FL STORAGE SOUTH HEAT DEFLT OPR 5 - 1ST FL STORAGE NORTH HEAT DEFLT OPR 6 - 2ND FL STORAGE SOUTH HEAT DEFLT OPR 7 - 2ND FL STORAGE NORTH HEAT DEFLT OPR 8 - OFFICE VESTIBULE SMOKE DEFLT OPR 9 - OFFICE AREA SMOKE DEFLT OPR 10 - OFFICE HALLWAY SMOKE DEFLT OPR 11 - CONFERENCE ROOM SMOKE DEFLT OPR 12 - WOMENS RESTROOM SMOKE DEFLT OPR 13 - MENS RESTROOM SMOKE DEFLT OPR 173 - OFFICE VESTIBULE PULL STATION DEFLT CPR 174 - 1ST FLOOR BY STAIRS PULL DEFLT OPR 175 - 1ST FL STORAGE WEST PULL DEFLT OPR 176 - 1ST FL STORAGE NORTH PULL DEFLT OPR 177 - SERVICE AREA EAST PULL STATION DEFLT OPR 178 - 2ND FL STORAGE SOUTH PULL DEFLT OPR 179 - 2ND FLOOR BY STAIRS PULL DEFLT OPR 180 CARBON MONOXIDE OFFICE AREA CARBON MONOXIDE FIRE OPR 181 CARBON MONOXIDE 2ND FL STORAGE SOUTH CO FIRE OPR FORM'NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 8, 2022 Revised: June 10, 2022 TO: Martin D. Finnegan, ESQ. (46770 Route 48 LLC) PO Box 1452 Mattituck,NY 11952 Please take notice that your application dated March 31, 2022: For permit to: Demolish an existing building and construct a new marine sales, service and storage facility (Peconic Watersports) at: Location of property: 46770 County Road 48, Southold,NY County Tax Map No. 1000— Section 55 Block 5 Lot 9_1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280-127 the proposed use'requires site plan approval from the Southold Town PlanningBoard. Additionally,the proposed construction in the B_District is not permitted pursuant to Article XI Section 280-50(C) which states: "no single structure shall have more than 60 linear feet of frontage on one street". The site plan shows the proposed building to be 95 linear feet wide along North Road. Lastly, and in addition the marine sales service and storage facility must obtain special exception approval from the Zoning Board of Appeals. You may now apply to these agencies directly. This disapproval has been revised based on an amended site plan provided to the building department. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,ZBA 9 , BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson a s® iy® 53095 Main Road•P.O.Box 1179 Patricia Acampora ,`O Southold,NY 11971-0959 Eric Dantest Jt Office.Location: Robert Lehnert,Jr. Town-Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs-Avenue) Southold,NY 11971 hq://southoldtowmy.gov RECEIVED ZONING BOARD OF APPEALS io:54AKA, TOWN OF SOUTHOLD SEP 12 2023 Tel.(631)765-1809 Aoutto4nTbwn Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEM13ER 7,2023 ZBA FILE No.: 7700SE NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48,Southold NY 11971 SCTM No.: 1000-55-5-9.1 SEORA DETERMINATION: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated,has classified the proposed Action for Special Exception Approval and Site Plan Approval, as an Unlisted action pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act)of the Environmental Conservation Law,and on June 5,2023 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated July 19,2022 stating that this application is considered a matter for local deterni,ination as there appears to be no significanf county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated'Oetober 4, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available,it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP• Policy 1• Foster a pattern of development in the Town of Southold that enhances community character,preserves'open space,makes efficient rise of infrastructure,makes beneficial use of a coastal location and minimizes adverse effects.of development. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear(except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation., The future display of merchandise(sales)and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be oleariy marked on the site plan.. Page 2,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 PROPERTY FACTS/DESCRIPTION: The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business "B" Zoning District measures 160.17 feet along North Road(also known as Middle Road,also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second, residentially developed lot also to the east and then runs west 150.00 feet a residentially developed lot to the south, and returns north 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a two-story frame building with entry step and stoop,a wood ramp,wood steps and landing allowing access to the second floor, stockade and chain-link fencing, an above ground propane tank, an underground propane tank, and gravel driveway as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17,2021. BASIS OF APPLICATION: Request for a Special Exception pursuant to Article XI, Section 280- 48B(12) and the Building Inspector's June 8, 2022, revised June 10, 2022 Notice of Disapproval to construct and establish a business use in General Business Zoning District,consisting of new marine sales,service and storage facility(Peconic Watersports),located at: 46770 County Road 48,Southold, NY. SCTM No. 1000-55-5-9.1. RELIEF REQUESTED: The applicant proposes to construct a new retail, commercial, building in the General Business`B"Zoning District for the purpose of establishing a business for the sales of new marine equipment(specifically boats, not to exceed 25 feet in length), repair and storage. ADDITIONAL INFORMATION: In addition to obtaining a Special Exception use permit from the Town of Southold Zoning Board of Appeals,permitting the retail sales,service and storage of boats as part of a marine sales operation,the applicant also seeks an area variance for excessive fagade presence on a single roadway. The applicant is also required to receive site plan approval from the Town of Southold Planning Board. The Zoning Board of Appeals concurrently opened this application at the same time as file 97701 relative to the amended request for 78.1 linear feet of fagade width on a single roadway where the Code limits the structure's width to a maximum of 60 linear feet of width on a single roadway. The applicant provided a site plan and building elevations prepared by Robert Stromski,Registered Architect, labeled SP-1 and A-1 dated May 9, 2022. On November 3, 2022, the Zoning Board of Appeals received a revised Landscape, Lighting& Alignment Plan and Grading& Drainage& Utility Plan from the applicant, labeled Sheet 1 of 2 and Sheet 2 of 2, prepared by Young & Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading,Drainage&Utility Plan;Lighting&.Circulation Plan;and,County Road Improvement Plan,labeled Sheets 1 thru4,prepared by Howard W.Young, Licensed Land Surveyor,last revised July 14,2023. In 2017, a prior owner,JemCap LLC, applied for and withdrew their application for Board relief under files #7079SE and #7080 relative to a proposed gas station. A historic home, Town of was relocated to the southwest corner of Horton's Lane, from this site,as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maximum building height of 33 feet 11.5 inches and a total lot coverage of 20.2%, including a total of 19 parking stalls, amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between JemCap SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card-for the subject property, copy of a DataTrace Certificate of Occupancy search, dated October 21, 2021, illustrating the various C of O's on the property and including an open building permit for electric service upgrades,copy of { Page 3, September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 a filing receipt with the New York State Department of State relative to the creation of 46770 Route 48 LLC dated October 15,-2021, and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26, 2021. The applicant provided a Memorandum of Law,dated November 3,2022 to Board members during the public hearing. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: , The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject parcel is generously sized to accommodate the proposed use. It sits in the General Business"B"Zoning District located on County Route 48,approximately 406 feet west of Boisseau Avenue in Southold. The parcel has 150 feet of frontage on the North Road and it lies within an established business corridor outside the hamlet center that includes two strip retail shopping centers, office buildings, a fitness center, natural gas service,auto repair shop, stand-alone retail stores and a new gas station/convenience store. There are residential properties to the south and the southeast along Boisseau Avenue but the parcel is otherwise surrounded by business zoned properties. The proposed use is clearly similar to others in the vicinity and will in no way prevent or impact the orderly and reasonable use of any adjacent or nearby property. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. The proposed use will have no impact on any permitted or legally established uses in the"B"zone or in any neighboring zoning district. The general vicinity has been and will continue to be developed by business and professional uses and surrounded.by residential development closer to the hamlet center. County Route 48 is a major highway,and the proposed use is entirely appropriate in Southold where boating and water sports are a way of life. C. That the safety,the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed marine sales, service and storage use is permitted in the General Business"B"zone subject to special permit and site plan approval. Although the applicant maintains that there will be no adverse impacts stemming from the proposed use, the site plan approval process addresses and mitigates any potential adverse impacts on the health, safety,welfare, comfort or convenience of Town residents related to the proposed use. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The proposed use is permitted by special exception under the General Business regulations in the Zoning Code and is consistent with the stated purpose and intent of the Chapter to"provide Page 4,September 7,2023 MOOSE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, general along major highways". I E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. Although variance relief is required relative to the excessive linear frontage along North Road, the applicant suggests the proposed marine sales, service and storage facility is entirely compatible with the character, scale, and appearance of existing uses along the established commercial corridor in Southold that include retail shopping centers,a natural gas service facility,an auto repair shop,and a new, recently built gas station/convenienee store. There are multiple, other, established businesses with frontage greater than 100 linear feet of structural facade on a single roadway, resulting in the proposed structure being visibly consistent and compatible with the surrounding buildings. F. That all proposed structures,equipment,and material shall be readily accessible for fire and police protection. The subject parcel of the proposed marine sales, service and storage facility lies on County Route 48 also known as North, or, Middle Road is a major highway within the Town of Southold and is readily accessible to both local and regional fire and police services. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. In accordance with Chapter 236, all stormwater will be contained on site; all calculations appear on the proposed site plan subject to the approval of the Town of Southold Planning Board. In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue,interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by ` Page 5, September 7,2023 MOOSE,4770 Route 48,LLC, Peconic Watersports SCTM No. 1000-55-5-9.1 the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school,theater, recreational area or other place of public assembly. A Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. R. The conservation of property values and the encouragement of the most appropriate uses of land. S. The effect that the location of the proposed use and the location that entrances and exits may•have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. T. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage,refuse or other effluent(whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. U. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. V. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. W. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. X. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the rise shall be located. Y. Whether a hazard to life, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. Page 6,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Planamento,seconded by Member Weisman(Chairperson), and duly carried to GRANT,a Special Exception, as applied for,and shown on the Survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17,2021 and the drawings labeled Landscape& Alignment Plan; Grading, Drainage&Utility Plan; Lighting&Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4,prepared by Howard W. Young,Licensed Land Surveyor, last revised July 14,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1' The applicant shall receive approval for the area variance,under file#7701. \Z." The applicant shall receive site plan approval from the Town of Southold Planning�Board. L3:`Site access is ONLY permitted from the western `entry' driveway. 4 Site egress is ONLY permitted from the eastern `exit' driveway. 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service,and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only `dark skies' compliant lighting is to be used. 10. This Special.Exception Permit requires an operating permit and inspection by a Building Inspector from the Building Department that must be renewed annually. It is the applicant's responsibility to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 11. This Special Exception permit requires that the applicant complete construction on the demolition of an existing barn,converted to commercial use;and the construction a new commercial building for the purpose of retail sales,service and storage of boats(not to exceed 25 feet in length),and begin the approved,special-exgeptiop,,uuse in compliance with the conditions imposed by the Zoning Board of Appeal' ithin 24 months.,,,,,. 12. In accordance wit t.."Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms,are of limited duration. b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval. c. The Zoning Board of Appeals shall retain continuing jurisdiction over the same. d. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned. Page 7,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdictibn and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 290-141 of the Town Code. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora and Planamento(3-0)(Members Lehnert and Dantes Recused) Leslie Kanes Weisman,, Chairperson Approved for filing / / /2023 BULKSCIIEDULEOFDI=AENSICNAL REGULATIONS— .a.q wpg si n 7//I rt N s / (GENEnN.BuuNE55) ava xvxexe ii'i�f�sa'Ye�9<'+, mmmum �olncg aL galutg . /'• �' PRSNRPAL REgURIEMENTS PLAN sJa / �/ / M1°� �3•[yxx 3 a>exe sv°+naLM�[Dw mEn a« / / r SITE DAra_ I� S /•'/ �` ° PE]N[itED TOTAL APF.A:I7.123 50 FT /•' I\� .f I � Ns Vq[NC[PAL DTM}NSIUNi PLANoe euu.c�,;[wsnurr oLwx[nq ovsm2551 KEY MAP FRONT YARD TABLE •9ea PAR CALCULATION ;T O G) .,...a..va \, I 'J .°`� ,.i•: :i r.LR ,.rx.Lr., Fwe,..r,.m .I.,TxLL> G —o- �rcan ✓ yr , s,.rs SECTION ZB098:USEREGULATIOKS ,O, Y Fn" wAwYSFo _— n�nn:omx / pi`d°` .1. .,:tY•� °"r• vO �� a \ V 1\ •/ _ M�Awn ,n iA n.Au a.v rulr,u�eiw�ider,:s'� ¢J vx 's g _ • r- \ ate... n.w.x,» /•,A�',Yrx `,q� .n,A a 1 1 _a•�, P�z3 ��i .- .� ...a«�. "E rao:n.xrvu.m[w.crEo�A.w„Na`w. 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Ao� SANITARY DESIGN CRITERIA d CALOMTIONS 5 s.fl� �rm' SUArw,' 's'A1 '�'° '—•"""•' " " TEST HOLE DATA DRAMAGEDESIGN CRITTERIAACALCVLATIONS sFWAGE DESidNG[rtwA I� u' ,�,x } _ ' u, u[t •"`�^"`••""•^'�-•""°��'�•`•• c,aemx,rtatixvr �o,P °royms w o>a f�rtJ •--N c.Pmrtarxnormawxr DENSILYGIMATIW n[eemuv,e .SV us 1-nn_I sfAfla 1 r 1 at v��p a My _�� re��•• `•�••••, •�r`s u�Prmn.u^,t'1 etr.,ntpv uv 1 �1 �— u,r�s,tnc[heaouro v.ne H.xo rora oENSIn .,mw ' =�3d ! 'i1 T\mAF .n.e' PROF SALES &o ntwuow.Vs�e SYs,EM DESL6N w /m . 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SURVEYOR'S CERTIFICATION y 1 1 f f 1 O A5e"EM f\` ---- 102 12 044 0 13 y - 001 1 034 OiG Ci9 I5� 9 _ _ O91 0 0.3r 063 103 162 7 /'"� + Rass AVERS It PPI PO 021 0$__I.00 I.%d 59 0.?3 0.02 001 + OVER` -RUN 6 1;^ ,�wro°..r..nr sw.f�-1\\'II.••11�0 I 1 1 1 1 1 1 1 1 do O.GI .i5 OJB-O.7fl 155 1. 1.33 154 1.5P 1.80 !.G8 1.74 1.19 G 5G 0?L' 0.04 GPI OVER-kUN 002 0'3_..III Oa5 1.13 L'°) 1.40 1,39 1,3$ 1.39 1.21 1.03 0.73 0,5 1.37 119 ?AI MAP PREPARED FOR I PELONIC WATERSPORTS O.nl .t' 42 Got 089 0.0! 041? 0.95 OR 0.1{G PGC 4`39 lr P.I7 OII 0? �� I`• {V .15 h°Id,Town°f Souzh°Id A f 1 1 ' i R /// / s \, - uV`+s �`.� SuffolkC ,Un Nev Yak 0.01 OL ' 018 .2B 05 0.381 0.'1 O9�0.3� 0J� U.35 0 fi 12 PAB 004 0.I �✓ - � \` �.o� ` f 1 1 f i , LIGHTING 8 QRCULATZON PLAN 7 00l a.? aat .09 113 �.i4�.i$ a.i4�G.i2 r ' 4 He 002 0..oi nol 00 ry 0.01 0.01 0.03 P. 003 VA? 001 0.02 9.01 0:01 0.01 CA 001 0GO CA On ! 4 �,• -r��'rf - ��"� ) antra+..° a,rrr..m. Gf 0.01 9nl Onl OOi OUI 001 G01 Gn! GOG 000 OOU 14 ' 0.00 "-� Ll bLL;'� )1 .4 R`..d°r Rr"'s- I f f a 1 . i f ! `V•�".�: --- i�im w°E`�ii ny A. 0Po GOG nor III Pao P.oG R P POP Goo III A Pua ono Pm i R �„ ' wok Goo PCO A 0Go Goo Goo 009 000 LIGM MPLAN X^Lrl SEMI-TRAMER MO.ILATION PLAN u Smle:As Shown 3OF4 S IAL NOTES FOR Pb BINDER AND MIX DESIGN LEVEL COW TION NOTES em�,,,m,,,�9,��>�rvaMf.�,,:�,.'..,,ra. ,�.».a.w� �•,�. 1e N / /� �� .e 4 _ { ✓ ..�� Y ?� E elu9J �r s wa� �m v, "vim p5.o ASPHALT-PAVEMENT CONSTRUCTION res cow.vsatx_o xnexuwv+ml,,i.» irev,o,onv /•- ��.,Nie ,o f j� II( )I :• /.f rr PR ElwaD ",'w T•, Taro r ncerxs wsr m cws„vc'WEE CURB,51DEViALK!ASPHALT PAVEMENT GONSTF:UGTION '`(L�`' - (WITHIN CC:r RIGHT OF WAY) \�\ \\ly °� 0 'p 40° mo TU ro tinac.i»wrsxor rn. ,srnps0� eN ,.zNv`1 OAST-IN-PLACE CONCRETE CURB ^_ TYPE M-100� �]m• �s� 1 a��"�n �„,� 5 B - n+oxu,xe n» wvrau wyp•'�p PA\ :/!oro• <R�m `�� •Ti,�m e. __ EE, �'eT�.o°t,ne'pn. u3nm„•"•"w wn", . ... .. 1 y vha .• 1�, vwomon , ro ' ED Slog,/ .,umsw " ,I,''•. y£ G1] PROPOT SALES&O ,_ v'�.� � �0.,,:11 9 '\STORAGE 651w F "•A \ NO BnsE T \ �pnv0 mrt EnprPp , FINAL MAP - REVIEWED BY ZBA DECISID 71p>f.'nol I DATED: 111,11o•l3 SURVEYOR'S CERTIFICATION nneu aua,.v:u,", x,max CURB RAMP DETAIL5 g rneosmw]m,w srtcwuaxnrauws,woErtc.,v.en,mew rvu..:evw `.LymmciE s svwam.Ew ' I ;s� „ 3R _ oea vw,mlw,m„Mi I ,uxvw„rzm�Prvs°o,Ir�viv�,s�oErw.a:'rpemc niovpu°F��¢se�mosv[Eni�,vw'wo:�i w'� X�°°__ t I � bG� 'sp EOr ryFt. MAP PREPARED FOR TRANS �� ---- k f. -�y..� ... t]t" e `.<ar�� '�M n PELONIC WATERSPORTS 1. .rn• ° — .xr,mOO,e. a,5puifwlJ,Tarvn pf SartMld �.\ �. y 1 •(,u�ro� �.,*0Ry � SBlle'SQ"w Suffolk County,New Ycrk co—ROAD IMPROVEMENT PLAN oa'"�"rem�;QeR I• zw.m'�`B.zO ....emN, ..:re.m„ _ IlI „i�.�Io RC i PalvEeal EN,Pb•[f — Recprd p(Revisiprs 1w mxwupnmmr�nnu a.,nnvvmvmwveu¢avuv �� f:f,:�°N wn•��^"mromummm�. ' °m9 DRIVEWAY DETAILS u.urom're'",nu rnnn..m u'i:�i s•rw..na.uw —__ - __ 4 s.n on Scale:l'=2-0• vErR,o,Tsrou]rt w,mNxmru emuuwevnrs rw,o,ve:[rs i nwwuiv mzipsf_mvx o CF° BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �` $®(/�� 53095 Main Road•P.O.Box 1179 Patricia Acampora �� ®�® Southold,NY 11971-0959 Eric Dantes a Office Location: Robert Lehnert,Jr., Town Annex/First Floor Nicholas Planamento ® a® 54375 Main Road(at Youngs Avenue) COUN11 � Southold,NY 11971 RECEIVED http://southoldtownny.gov P-4 CS 10157 A ZONING BOARD OF APPEALS SEP *12 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 PL-4 ✓ Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7,1023 ZBA FILE: #7701 NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48,Southold NY 11971 SCTM: 1000-55-5-9.1 SEORA DETERMINATION: On December 19,2022,the Town of Southold Planning Board,pursuant to 6 NYCRR Part 617 of the State Environmental Quality Review Act (SEQRA), and subsequent to the completion of a coordinated review, declared itself as Lead Agency for the Unlisted Action of a proposed construction of a 2-story 9,652 gross square feet marine sales,service,and storage facility(after demolition of an existing structure) on a 37,123 square feet parcel fronting County Route 48 in the General Business "B"Zoning District, Southold. Based upon a SEQRA review conducted by the Southold Town Planning Department and their Notice of Determination of Non-Significance, on June 5, 2023 the Planning Board determined that the proposed Action will not have a significant effect on the environment and issued a Negative-Declaration with the following considerations: • 12/2022 Site Plan • 5/2023 Revised Site Plans and Truck Template • 5/2023 Photo simulation of build-out • 5/2023 Southold Town Architectural Review Committee minutes SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19, 2022, stating that this application is considered a matter for local determination as there appears to be no significant county-wide.or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated October 4,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. Page 2, September 7,2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear (except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation. The future display of merchandise(sales)and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be clearly marked on the site plan. PROPERTY FACTS/DESCRIPTION: The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business"B" Zoning District measures160.17 feet along North Road(also known as Middle Road,also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second,residentially developed lot also to the east and then runs west 150.00 feet a residentially developed lot to the south, and returns north 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a 2-story frame building with entry step and stoop, a wood ramp, wood steps and landing allowing access to the second floor, stockade and chain-link fencing, an above ground propane tank, an underground propane tank, and gravel driveway as shown on the survey prepared by Nathan Taft Corwin, 111,Licensed Land Surveyor and dated November 17,2021. BASIS OF APPLICATION: Request for a Variance from Article XI, Section 280-50C and Building Inspector's June 8,2022, revised June 10,2022 Notice of Disapproval based on an application to demolish an existing building and construct a new marine sales, service and storage facility (Peconic Watersports), at; 1) measuring more than the maximum permitted 60 linear feet of frontage on one street; located at: 46770 County Road 48, Southold,NY. SCTM No. 1000-55-5-9.1. RELIEF REQUESTED: The applicant requests a variance to demolish an existing barn, converted to commercial use,and construct a new commercial building for the purpose of retail sales,service and storage of boats(not to exceed 25 feet in length),where the proposed structure will have a front facade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of facade width fronting on any single roadway. AMENDED APPLICATION: As part of the Town of Southold Planning Board site plan review, the applicant, amended their design to better accommodate concerns brought forward by the Planning Board and Staff thereby reducing the requested front facade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of facade width fronting on any single roadway, to 78.1 linear feet as illustrated on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage&Utility Plan; Lighting&Circulation Plan;and,County Road Improvement Plan,labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, last revised July 14,2023. TOWN OF SOUTHOLD PLANNING BOARD: This application was referred to the Town of Southold Planning Board. In the Board's response dated July 25, 2023, the Planning Board offered commentary as follows: a, Page 3, September 7, 2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 1. Special Exception: As noted,special exception approval is required pursuant to§280-48(b)(12). After review and revision,the proposed special exception use at this location is consistent with many aspects of the Town's Comprehensive Plan. Chapter 5 of the Comprehensive Plan focuses on Community Character. In 1992,the New York State Legislature recognized and identified Country Route 48 as a Scenic Byway through the New York Scenic Byways Program. This transportation corridor is representative of the region's scenic, recreational,cultural,natural,historic,and archaeological significance. The area's character is commercial,with large older developed parcels that lack modern smart design principles. The uses are diverse, with automotive repair, restaurants, deli, real estate, retail, and a furniture shop,among others. Two strip mall designs are near the parcel. The site plan design of the subject parcel incorporates vegetation and architectural features to soften the facade of the large,. proposed building. Most parking is located at the rear of the building (excluding ADA-required spaces). Transition buffer areas abut all residential districts establishing a vegetative screen. Control of vehicle display areas and promotion signage is recommended for the site to be in harmony with the scenic byway. Chapter 7 of the Comprehensive Plan focuses on Economic Development appropriate for Southold Town. The proposed project as a marine sales and service business is consistent with two of the five goals established in Chapter 7.including: facilitating the growth of existing business sectors such as retail/service-based and maritime-related industry and encouraging the support of existing maritime uses. In addition, goal 2 calls for projects such as the proposed to be encouraged to be developed in such a way that does not compromise the unique character of the town. Through the site plan review, the applicant has modified their original building and site plan design to respond to comments from the Architectural Review Committee and Planning Board. In addition, the applicant has improved screening and transition buffers to ensure the streetscape and neighboring residential areas are not negatively impacted by the proposed project. The Planning Board supports the special exception,however,thare are two key areas that require further consideration: (a) The western driveway access lies less than the required 10' distance from the neighboring property line pursuant to §280-48(b)(12). The access is designed to comply with Suffolk County Department of Public Works' comments requiring a 33' radius from the access lane on Country Route 48. The intent of this special exception requirement was to create a safe distance between access points to neighboring business properties and ensure adequate space for entering/existing a property without impeding traffic. (b) There are a variety of uses allowed in the B-Zone that would necessitate more parking than is currently required for the proposed site plan. Additional parking cannot be accommodated on this parcel due to the size of the proposed building. The Planning Board is considering including conditions to require an amended site plan review for any changes to the proposed business model. 2. Area Variance: A variance for the linear footage is required pursuant to §280-50(c). The proposed structure with 78.1 feet(reduced from initial application of 95 feet)of linear footage on County Route 48 is over the code allowance of 60 linear feet. The applicant has worked closely with the Planning Board, Planning Staff and Architectural Review Committee to minimize visual impacts imposed by the proposed project. Given the nature of the business as proposed by the applicant, and the design Page 4, September 7,2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 modifications proposed in the revised plans, the Planning Board supports a variance to allow for the 78.1 linear footage. 3. SEQRA Negative Declaration(attached): The Planning Board as Lead Agency under SEQRA issued a negative declaration on June 5,2023. 4. Based on the site plan review and SEQRA assessment,the Planning Board is considering the following conditions for the application: a. Require an amended site plan for any change from the proposed business model. The site plan is for a marine sales, service,and storage facility for boats up to 25' in length. b. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. c. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. d. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. e. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric,plan mut be implemented. TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE: As part of the Town of Southold Planning Board site plan review,this application was forwarded for consideration to the Town of Southold Architectural Review Committee,who presented the Zoning Board of Appeals with a copy of their minutes of the March 9, 2023 public meeting, with the following recommendation to the Planning Board, disapproving the application: • The site is located prominently on CR 48 in a context of small, clustered, low-rise retail spaces. • The proposed building includes sales, service & storage space totaling 10,360 square feet. The ARC views this project as retail space that is well above the maximum 8,000 square feet allow under`Retail Building Standards for B Districts" §280-48(a)(2)(a). • The proposed building massing is too large for this location and not compatible with nearby development. Exterior elevations need more articulation for better pedestrian scale. Warehouse- type 30 feet high structures for boat sales,service and storage should be located near other similar structures, near water, and/or screened from major view shed. • The proposed exterior materials and finishes include: o Roof-standing seam metal,color`Cool Shell Gray' o Siding—two types(fiber cement board in stack bond, `Gray' and vertical corrugated metal panels, `Cool Ocean Blue') o Openings 8 feet by 8 feet Cal-Wal translucent panels o Doors&Windows, anodized aluminum frames, natural finish • The Architectural Review Committee notes that pre-finished standard corrugated metal siding is not an allowable building mater in B Districts. Also, this may apply to the large cement board siding. • The buffer area on CR48 should include more landscaping to prevent the area from being used as overflow parking or boat storage. • Exterior signage and lighting plan with exterior light fixture specifications should be included in the final Architectural Review Committee submission. Page 5, September 7,2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000:-35-5-9.1 Subsequently, as a part of the ongoing Planning Board site plan review process,the Architectural Review Committee,during their May 22,2023 hearing approved the revised project plans with the following comments: • Overall footprint&bulk have been reduced, and are more acceptable. o Building front setback is increased by 4.7 feet o Peak roof height is lowered by 6 feet o Eave height is lowered by 6 feet 10 inches o Total GSF is reduced by 681 square feet(from 10,333 square feet to 9,652 square feet) • Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn(accompanying note should be revised). • A general simplifying of architectural detailing is recommended including: o Replacing all stone veneer with stucco o Deletion of decorative shutters o Removal of west garage door decals o Simplified square column capital and plinth on stucco pedestal. • Landscaping is improved,except ARC recommends deletion of infrequently used concrete over- runs,to increase permeable surface. • Lighting and signage are acceptable. ADDITIONAL INFORMATION: In addition to seeking a variance for excessive facade presence on a single roadway, the applicant is also required to receive site plan approval from the Town of Southold Planning Board and is also required to obtain a Special Exception use permit from the Town of Southold Zoning Board of Appeals, permitting the retail sales,service and storage of boats as part of a marine sales operation. The Zoning Board of Appeals concurrently opened this application at the same time as file#7700SE relative to the Special Exception permit request. The applicant provided a site plan and building elevations prepared by Robert Stromski, Registered Architect, labeled SP-1 and A-1 dated May 9,2022. On November 3,2022,the Zoning Board of Appeals received a revised Landscape,Lighting&Alignment Plan and Grading&Drainage&Utility Plan from the applicant, labeled sheet 1 of 2 and sheet 2 of 2, prepared by Young& Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment . Plan;Grading,Drainage& Utility Plan;Lighting&Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, revised July 14,2023. In 2017,a prior owner,JemCap LLC,applied for and withdrew their application for Board relief under files #7079se and 97080 relative to a proposed gas station. A historic home, was relocated to the southwest corner of Horton's Lane, from this site,as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maximum building height of 33 feet 11.5 inches and a total lot coverage of 20.2%, including a total of 19 parking stalls,amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between•JemCap SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card for the subject Page 7,September 7, 2023 #7701,46770 Route 48,LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 2. Town Law 267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The applicant is constructing a marine sales, service and storage facility. The proposed business operation requires the maneuvering of large watercraft within the facility. The construction of separate buildings that are 60 feet or less in width along a single road front is not conducive to the proposed business operation and is not economically or practically feasible from an operation or staffing standpoint. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 30.1%relief from the code. However,the `broken' design of the fagade creates the appearance of separate structures which would be allowed as a right, if they were in fact, not connected, if not for being a single structure. A review of earlier interpretation ofthe 60 feet limitation suggests that it is intended to discourage strip centers where multiple businesses operate under a single roof. While such uses surround the subject property,the proposed facility is designed for use by a single business operation and as such, satisfies the spirit and intent of the Code. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this commercial district will have an adverse impact on:the physical or environmental conditions in the community.The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or'at the time of purchase. 6.Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the demolition of an existing barn, converted to commercial use and construct a new commercial building for the purpose of retail sales,service and storage of boats,where the proposed structure will have a front fagade width of 78.1 linear feet along North Road where the Code i allows a maximum of 60 linear feet of fagade width fronting on any single roadway while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman(Chairperson), and duly carried,to DENY the variance as applied for and GRANT THE RELIEF AS AMENDED, including de minimus relief for the proposed western driveway access less than 10 feet from the neighboring property, pursuant to §280-48(b)(12) and shown on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and last revised,July 14, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to receive approval for the special exception use, under file#7700SE. 2. The applicant is to receive site plan approval from the Town of Southold Planning Board. 3. Site access is ONLY permitted from the western `entry' driveway. 4. Site egress is ONLY permitted from the eastern `exit' driveway. Page 6,September 7, 2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-3 5-5-9.1 property, copy of a DataTrace Certificate of Occupancy search, dated October 21, 2021, illustrating the various C of O's on the property and including an open building permit for electric service upgrades,copy of a filing receipt with the New York State Department of State relative to.the creation of 46770 Route 48 LLC dated October 15,2021,and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26,2021. The applicant provided a Memorandum of Law, dated November 3, 2022 to Board members during the public hearing and attached two examples of prior relief granted in the immediate area, including ZBA file #4876 Schlaefer(1670 Furniture House)and file#5503 Vaccariello(Southold Floor Covering). In a letter dated July 6,2023,the applicant's agent reaffirmed the amended relief for the front fagade width as 78.1 linear feet where a maximum of 60 linear feet on any single roadway is permitted. The applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W.Young,Licensed Land Surveyor and dated August 9,2022,last updated July 3,2023,reflecting Planning Board comments. These documents include the most recent site plan, illustrating a proposed western driveway access, less than 10 feet from the neighboring property line,pursuant to §280-48(b)(12). The access is configured that way to comply with Suffolk County's requirement for a 33 feet radius from the access lane on CR48. In presenting this revision,the applicant requests de minimus variance relief from the Zoning Board to allow the western access driveway to remain in its proposed location. The intent of this provision was arguably to create a safe.distance between access points to neighboring business properties, the closest being a strip mall over 200 feet away. When granting the requested relief in file 97701,the Zoning Board of Appeals will allow the de minimus request. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel lies along a commercial corridor where there are several existing buildings with frontage along the North Road that exceeds 60 feet. The retail center to the west has over 200 feet of frontage and many of the buildings on the north side of the road are likewise wider than 60 feet and several are 1'00 feet or wider. While some of these may be pre-existing, non-conforming structures, others have benefited from variancd relief as recognized in the applicant's submission of prior relief granted in the immediate vicinity. The granting of similar variance relief will allow the construction of a building that will be entirely in character with surrounding uses with no detriment to nearby properties. The proposed construction is compliant with all dimensional regulations and parking and landscape coverage requirements as imposed by the Town of Southold Planning Board site plan review process. Page 8, September 7,2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service,and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored jin either side yard,or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only`dark skies' compliant lighting is to be used. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current orfuture use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in tills action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE Page 9,September 7,2023 #7701,46770 Route 48,LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora and Planamento(3-0)(Members Lehnert and Dantes Recused) b ie Kanes Weisman, Chairperson Approved for filing y / /2023 r S ._ a,a,w,rm/.�..�a _��//.. m �,e�wr °• 'a.,"�ems'a« Aa vv,r - tD .oR vvm-�em, ARwm�.�m ' �' S�°.'� a;-�• K[,m•-� r� gell�oflatg m:rn.�,`V.s.40mra ,A[ .m,.i ar......e,,..r no•e / �sfs'. �/;�J`�i� •% �� .ya+. cw.cnr.+m e cwm•n. vmr FWV I•GLEAN INLET ADAPTER 45 HEALTH DEPARTMENT USE use S.�e.ie ..��. r1O,9 jsf.a• '° W ro �aaer wua .» »ai. /1 ¢ywsvl� g u.e ro norm � ///---. \•\\\ V°i.'� .vu 1 I� � [[.omP'IR[ef�0 .... w..w ..... .. •rt if# MKS, • -w�:t\ [w• r��ppy.n oiw. e M mw 6f k• OP 7. 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IN176 M71q�N.w'e _ _ I-_=UXe� 4evAmv EDxOk�W00E L.GSG M4kAJ--- ---- l — CONCRETE!FADER 60NOREfE OURES h10VNTAElLE CONCRETE CURB BOLLARD DETAILS SCRlc:1'•20' "� MS "� i%iss[ 3OF4 5 MAILING ADDRESS: PLANNING BOARD MEMBERS �Q' ®�/�� P.O.Box 1179 DONALD J.WILCENSKI � +��/ Southold,NY 11971 Chair OFFICE LOCATION: JAMES H.RICH III Town Hall Annex MARTIN SIDOR 54375 State Route 25 PIERCE RAFFERTY (cor.Main Rd.&Youngs Ave.) AMELIA JEALOUS-DANK cayc, Southold,NY Telephone:631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD � December 19th, 2023 APR 1,2 2024 _ Mr. Martin D. Finnegan, Esq. I �Ltistt4 � P.O. Box 1452 Town,of s outhaid Mattituck, NY 11952 Re: Site Plan Approval for Peconic Water Sports 46770 Route 48, t406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Zoning District: Business Dear Mr. Finnegan: The following resolution was adopted at a meeting of the Southold Town Planning Board on December 18, 2023: WHEREAS, this proposed site plan is for the construction of a 9,651 sq. ft. marine sales, service, and storage facility, including.the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold; and WHEREAS, on October 5, 2022, information and materials were submitted for a Site Plan Application; and WHEREAS, Planning Department staff found that the application was incomplete as noted in the email dated October 28, 2022; and WHEREAS, the Southold Town Zoning Board of Appeals must review the proposed project for a special exception use pursuant to § 280-48 (B)(12) and for a variance for linear footage pursuant to § 280-50 (C); and WHEREAS, the Zoning Board of Appeals held a public hearing on November 3, 2022; and WHEREAS, the Zoning Board of Appeals closed the hearing subject to a SEQRA determination from the Planning Board; and f Peconic Water Sports I December 19, 2023 WHEREAS, on December 1, 2022, Martin Finnegan, authorized agent, submitted corrected plans to the Planning Department for review, which did not include all of the necessary information; and WHEREAS, on December 16, 2022, Martin Finnegan, authorized agent, submitted corrected plans for review and additional materials; and WHEREAS, at their work session on December 19, 2022, the Planning Board accepted the application as complete for review; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town Planning Board set the Public Hearing for February 6, 2023; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, classified the proposed action as an Unlisted Action,as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on January 12, 2023,1the Planning Board, pursuant to Southold Town Code §280-131 C, distributed the application to the required agencies for their comments; and WHEREAS, on January 17, 2023, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on January 19, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on January 19, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 24, 2023, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts;-and WHEREAS, on January 26, 2023, the Southold Fire District determined that there was adequate fire protection for the site; and WHEREAS, on February 1, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on February 3, 2023, Martin Finnegan, authorized agent, submitted building elevations and renderings; and 21Page r Peconic Water Sports I December 19, 2023 WHEREAS, on February 6, 2023, the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on March 2, 2023, the Suffolk County Water Authority reviewed the proposed project, made recommendations, and stated there were no objections; and WHEREAS, on March 9, 2023, the Southold Town Architectural Review Committee held a regular meeting to review the project; and WHEREAS, on March 24, 2023, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design, architecture, and layout; and WHEREAS, on March 29, 2023, the Southold Town Fire Marshall reviewed, made recommendations, and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, on April 25, 2023, Martin Finnegan,,authorized agent, submitted revised plans and elevations for review; and WHEREAS, on May 15, 2023, Martin Finnegan,'authorized agent, submitted digital photo simulations for review; and WHEREAS, on May 22, 2023, the Architectural Review Committee (ARC) held a special meeting to review the revised plans; and WHEREAS, on June 2, 2023, the Architectural Review Committee provided comments on the revised plans; and WHEREAS, at their work session on June 5, 2023, the Planning Board reviewed the proposed application, along with comments from referral agencies, and required revisions to the site plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on June 5, 2023, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration after a coordinated review; and WHEREAS, on June 30, 2023, Martin Finnegan, authorized agent, submitted information requested by the Planning Board for review, however it was found that clarifications to that information were needed; and WHEREAS, on July 11, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review via email; and WHEREAS, on July 20, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and 31 Page i . Peconic Water Sports I December 19, 2023 WHEREAS, on July 21, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on August 24, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review; and WHEREAS, on August 25, 2023, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA)' granted the'variance for linear frontage and the relief for the proposed western driveway access as noted in the ZBA File#7701 with nine,conditions; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7700SE with twelve conditions; and WHEREAS, on September 21, 2023, the Southold Town Chief Building Inspector reviewed and certified the proposed use is permitted as a especial exception by the Board of Appeals in the Business (B) Zoning District; and WHEREAS, on September 25, 2023, the Southold Town Planning Board determined that with exception of a wastewater permit from the Suffolk County Department of Health Services, all applicable requirements of the Site,Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and WHEREAS, on December 12, 2023, the Suffolk County Department of Health Services issued wastewater approval for construction, reference # C-23-0210,@ 360 gpd for"Dry Retail & Storage"; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions of the site plan entitled "Peconic Watersports" prepared by Thomas C. Wolpert, Licensed Professional Engineer, and Howard W. Young, Licensed Land Surveyor, dated August 9, 2022 and last revised October 3, 2023, and authorizes the Chairman to endorse the plans listed below: • 1 of 5 LANDSCAPE&ALIGNMENT PLAN • 2 of 5 GRADING, DRAINAGE, & UTILITY PLAN • 3 of 5 LIGHTING &CIRCULATION PLAN • 4 of 5 COUNTY ROAD IMPROVEMENT PLAN • 5 of 5 EROSION &SEDIMENT CONTROL PLAN • A-1 PROPOSED BUILDING PLANS(Prepared by Robert Stromski, RA. Dated: 11/10/22, Last Revised: 9/12123) 41Page C r ► Peconic Water Sports I December 19, 2023 A-2 PROPOSED BUILDING ELEVATIONS (Prepared by Robert Stromski, RA. Dated: 11/10122, Last Revised: 9/12/23) Conditions of Approval: 1. Lighting: All exterior lighting on the property':shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan as shown on Page 3 of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. Note that the lighting depicted on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of those light fixtures. Refer to Page 3: Lighting & Circulation Plan for the approved lighting. 2. Signs: Proposed signs must be submitted to,the Planning Board for review and approval prior to receiving a permit. The Planning Board did not review or approve any r signs during the site plan review as the applicant did not yet have their design completed. Note that the sign depicted on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of that signage. 3. Trees & Landscaping: All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan (Page 1: Landscape &Alignment Plan). Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 4. An amended site plan application review by the Planning Board is required for any change in business model from that which has been approved. The approved business model is for a marine sales, service, and storage facility for boats up to 25 feet in length. 5. Outdoor Storage: No boats or trailers may be displayed or stored anywhere outside on this site, except in the two designated areas (labeled as "Long-Term Display Area" and "Seasonal Winter Storage")_shown on the approved site plan on Page 1: Landscape &Alignment Plan. 6. Driveways: a. Site access is only permitted from the western 'entry' driveway. b. Site egress is only permitted from the eastern `exit' driveway. 7. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. Please also note the following requirements in the Southold Town Code relating to Site Plans: 5'1Page Peconic Water Sports December 19, 2023 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman ' Encl. cc: Martin Finnegan, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Joseph Flotteron , Applicant Signature: Date: 12/22/2023 6 Page 7 1 COUNTY OF SUFFOLK �J EDWARD P.ROMAINE' i SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS CHARLES L BARTHA,P.E. COMMISSIONER LESLIE A.MITCHEL MICCAEL.J.MON I AGHAN,P.E. DARNELL TYSON,P.E. DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER- DPW#48-2054 CR#48,Middle Road Project Name: 1301 Fifth Avenue Applicant Name:46770 Route 48,LLC . Project Location: Southold SCTM# 1000-055.00-05.00-009.001 Date:November 18,2024 ® APPROVED -- ❑ DISAPPROVED ❑ APPROVAL WITMIELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A.permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the Country right-of-way. 2024 .s 1 I DEC 1 1 Niamh Perrotta,P.E. unding r� Director of Traffic and Permits gg f NPXD l - l i SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4081 335 YAPHANK AVENUE YAPHANK,NX. 11980 FAX(631)8524079 Gy< BUILDINGi DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD S Town Hall Annex-54375 Main Road-PO Box 1179-Southold, 1-0959 Telephone (631) 765-1802 Tem rary Certificate # [ISO— to �h 2024 Customer Name 4 6 1-10 Electrician Na aFS� Address Pihone 12.q, e-mail e-m,61 C JOS151701 . Phone License# 5 IJ893-(� Size -�O 0 A Phase 1 Overhead Underground #of Meters 1 Remarks Zd. erals 1 2 Ne a or Pole H {/1' Fire.Re nect Service? Y/N Flood Recon tld Meter# Service Reconnecl service equipment is on file with the town of Southold.On the applicant's notificatio that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' days r the da ove. Authorized by o��gUfFO(�c OGy BUILDING,DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # /7 7 Date // - - 2024 Customer Name 4�6��0 � 7Y' u '-LC Electrician Name L05 Address 770 SOl�7 � Phone 31 ^ 8 _ e-mail ,J (d /G 11 Yt[�S Or r C�Y�^ email mail CIOS S/-70 (� !'!?o-d d Phone b q —b Sorg License# _ Size__�fW A Phase �J Overhead Underground #of Meters Remarks #of Underground Laterals 1' 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect 0Id Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 d onn a date above. Authorized by i V4g11FF0[Kl' BUILDING DEPARTMENT-Electrical Inspector y z TOWN OF SOUTHOLD "oy • �� Town Hall Annex-54375 M ain Road-PO Box 1179-Southol;d, NY 11971-0959 '�Ol Telephone (631) 765-1802 Temporary Certificate #I 1 ISO Date h 2024 Customer Name 6-1-70 Electrician Name Address Phone 'b _q e-mail �s, e!mailqLga( �j17 Phone License# 5 —[H Size 10 0 A Phase l 'Ove ad Underground #of Meters 1 Remarks #of Underground Laterals 11 2 New Vol LIA "H" Frame or Pole H Fire Reconnect Was work done on Service? Y/N lood Reconnect Old Meter# Se •ce Reconnected Application for electrical service equipm is on file with the town of Southold.On the a licant's notification that this installation is complete, a town will conduct a premise's inspection of the servi quipment. Th' verification is va' days the da ove. Authorized by c t i TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No- 10 7 9 51 Southold, New York 11971 nn Date :11 aim Received� of_l.Ug�Qrn Le o.Via, A &4: ,11s � rw- { /100Dollars For r3QLL12� C'� '-Im� Sd. ❑ Fee for ❑ Fee for ❑ Fee for ❑ Fee for Fee for ❑ Fee for Rental Disapprovals Building Permit Certificate Electrical of Occupancy Inspection DM Check# _ f ❑ Credit Card $ 6 on ❑ Cash EM Building Department i c� IEft1 '�, BUILDING DEPARTMENT Electrical Inspector ^►�'' !'� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 `. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.dov— seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email:;CLOS5170@gmail.com Elec. Phone No: 631-298-4588 D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 i JOB SITE INFORMATION (All Information Required) Name: 46770 Route 48 LLC Address: 46770 Route 48 Southold NY 1197 Cross Street: Boisseau Ave Phone No.: 631-484-6481 Bldg.Permit#: ,SD(o 4 3 email: Tax Map District: 1000 Section: Block: Lot: i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Temp Service for Construction for Job Site Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ✓ NO ❑Rough n 32- Final Do you need a Temp Certificate?: YES ! NO Issued On "1 _to 12A Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 150 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 H Frame ✓ Pole Work done on Service? Y N Additional Information: New Temporary Pole Set Up PAYMENT DUE WITH APPLICATION V tcam 41 S 1 J MENT-Electrical Inspector OF SOUTHOLD J JanHrall Snex- 375 Main Road - PO Box 1179 ' thold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 wnny.Qov seande—southoldtownny.gov TONVN •.)F SOUTH01 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email' Clos5l70@gmall.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance Elec..Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: 46770 Route 48 LLC Address: 46770 Route 48 Cross Street: Boisseau Ave Phone No.: 609-937-9801 Bldg.Permit#: 50643 1 email:joe@peconicwatersports.com Tax Map District: 1000 Section:55 Block: 5 Lot:9.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE,(Please Print Clearly): Temp Service for Construction i Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO []Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On e 14d `]11 C6 a Temp Information: (All information requ' d) EA4 YN#O ? '2�f Service SizeR1 Ph❑3 Ph Size: Meters 1 Old Meter# ❑✓ New Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 0 H Frame ✓ Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION -I �l�1,;lL4 Pd sl t act V*-C # (0-795( sey-V%CL i I BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 + Telephone (631) 765-1802 - FAX(631) 765-9502 ' rogerrCa�southoldtownny.gov seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email:ICLOS5170@gmail.com Elec. Phone No: 631-298-4588 ®1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 i JOB SITE INFORMATION (All Information Required) Name: 46770 Route 48 LLC Address: 46770 Route 48 t Cross Street: Boisseau Ave Phone No.: 609-937-9801 BIdg.Permit M 50643 email:joe@peconicwatersports.com Tax Map District: 1000 Section:55 Block: 5' Lot:9.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): NEw Construction with New Electrical Wiring, Outlets, Lighting, Mechanicals on Commercial Building. 400 Amp Service Square Footage: T9523 Circle All That Apply: Is job ready for inspection?: ❑ YES ,X NO ®Rough In Final Do you need a Temp Certificate?: ❑ YES[!9 NO Issued OnJ%� I 19N4 Temp Information: (AII information required) Service Size 1- � 1 Ph K13 Ph Size: 400 A # Meters 1 Old Meter# ®New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect®Underground❑Overhead # Underground Laterals K 1 2 H Frame 0 Pole Work done on Service? MY ON Additional Information:TEMP SERVICE WAS Provided for Job Trailer and Submitted to Town this portion is ammended PAYMENT DUE WITH APPLICATION ape gD(a4 GFI's Surface off, Svu l Sconces H H's J UC Lts Fridge HW POOL Fans y Mini Fr. W/D Panel Purnp - Exhaust a Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond L Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit °� Blower AC ( AH Hood Blower Service I Amps/00 Have Used (a� Sub Amps I0" Have Used Comments q eX g Elu't TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a Telephone(631)765-1802 Fax(631)765-0502 l ttps:Vwww.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only L T so�o�3 PERMIT NO. Building Inspector N 0 V 1 9 2024 LJ Applications and for. must be filled ouf in their entirety: mplete i applications will not be accepted.WORK IS NOT TO BEI'STARTED prior..'- to the.approval of.plans and issuance_of a permit.,: .,•��¢;s Has a building permit been obtained for this project?El Yes 0 No 1f yes,building permit# 50643 . Date: 10/30/24 i PROJECT INORMATIO_N:, Project Address: 46770 County Road 48 SCTM# 1000-55-5-9.1 City: Southold_ !Zip: 11971 _ CONTACT PERSIQN.INFOR.1,0N� Name: Craig Plansker Mailing Address: 1070 Middle Country Road, Suite 7-3213,. Selden, NY 11784 Phone#: 631-585-0660 Email: craigp@radonconstruction.com Preferred contact method(select one): ✓Phone ❑Email CONTRACTOR INFORMATION: Name: Lighthouse.Security,_Inc_._. __. _ Contractor License#: 12000022174 Mailing Address: 1.149 Old Country Road, Suite_D5, Riverhead, _I ewYork_11901_ _ Phone#: 631-831-5822 Email: inlfoalighthousesecurityi.nc.com SCOPE OF WORK' Occupancy Description: ❑Assembly l7 Business _❑Education f 0 Factory/Industrial []Institutional ❑Mercantile_ ❑Residential 121 Storage Description of Work: Installation of an addressable fire/carbon monoxide detection system. [ New System ❑Existing System Modification Sprinkler/`Standpipe/:Water•;Supply . Fire Alarm/CO',Detection Systems Other Fire Protection -* {Check all that.apply), (Check;all that apply) (Check all thaf apply) a` ❑NFPA 13,13D or 13R System []Manual IZIAutomatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) E]Wet or Dry Chemical/Clean El Supervising station Agent Number of sprinkler heads: pCentral Station 10 Kitchen hood/exhaust 0 Other Floor Area(sq. ft.): - - 1 ' 13 Check Bbx After Reading: 1,the'undersigned,understand that the Issuance ofa permit for the type which is herein applied for is based on the agreement to�conform to all regulations and requiee'ments.I;furtber:nnderstantltliat non,compliance of said:regairement's;'by myself or any-officer or employee"of the firm-or'individnailisted as the applicant on this form,shall because rorreyocation of said-permit.Upon revocation of said permit the` applicant or any employee of the applicant shall be protubtted to conduct§uch r&k for which this permit was issued The iessnance of a peM.H`shaliv based upon review of the circumstances leading to the revocations Any false statement(s).made herein are punishable as.a Ciass A misdemeanorpars au ntl' io Section 210.45 of.the Penal Law L J Application Submitted By(print name): Thomas Santacroce ✓DAuthorized Agent. DOwner Company(if applicable): Li0thouse Security Inc. Applicant Signature. FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES - _ • --AVATER-BASED-FIRE-PRflTEETION-SYSTEM-SUBMITTAZGUIDELINES � • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testinglinspection shall be made by contacting the Town of Southold Building Department(631)765-1802. ' OFFICE USE ONLY' FM:. Amount Paid: Check No. �~ r, Permit No,- Date '• - - - : � S , . - Exp. 2 DF-60953:C Es-sox Fire•LITe®AMrms Intelligent Addressable FACP with Communicator by Honeywell Addressable Fire Alarm Control Panels General The ES-50X is the latest intelligent addressable fire alarm control panel (FACP)from Fire-Lite Alarms and is a direct replacement for the MS-9050UD/LS. The ES-50X comes with a pre-installed communi-cator and supports up to 50 addressable devices in any combination of detectors or modules. With an extensive list of powerful features, the ES-50X programs just like Fire-Lite's other addressable panels, yet fits into applications previously served only by conventional panels. The pre-installed IPOTS-COM is a dual technology (POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss, etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines. Although not required, the second- ary telephone line may be retained providing backup communication over the public switched telephone line. Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility. Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program, history file,walk-test data, current status and system volt- • Maintenance alert warns when smoke detector dust accumula- ages by means of a USB flash drive. tion is excessive The power supply and all electronics are contained on a circuit • One-person audible or silent walktest with walktest log&printout board supported on a new quick install chassis and housed in a • System alarm verification selection per detector point metal cabinet. Available accessories include local and remote • PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA upload/download software, remote annunciators, and reverse polar- 72 compliant) ity/city box transmitter(4XTMF). • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus Features • Remote Acknowledge, Alarm Silence, Reset and Drill via • Listed to UL Standard 864, 10th edition addressable modules or remote annunciator • Pre-installed]POTS-COM Ethernet IP and POTS(Plain Old Tele- • Upload/Download of program and data via USB with optional FS- Tools Programming Utility phone Service)Central Station Communicator • Optional CELL-MOD or CELL-CAB-FL GSM Central Station SLC COMMUNICATION LOOP Communicator overAlarmNet® • Supports LiteSpeedTm and CLIP protocols • Compatible with SWIFT®wireless devices • SLC operates up to 10,000 ft. (3,000 m) in LiteSpeed mode with • Auto-programming (learn mode) reduces installation time. twisted, unshielded wire Reports two devices set to the same address • Single addressable SLC loop which meets NFPA Class B and • Two independently programmable, built-in Style Z (Class A) or Class A requirements Style Y(Class B)NAC circuits • 50 addressable device capacity(any combination of addressable • Selectable strobe synchronization for System Sensor,Wheelock, detectors and modules) and GenteX devices • Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC Wiring Manuao • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay Two independently programmable output circuits.Circuits can be • Built-in Programmer configured for the following outputs: • Integral 80-character LCD display with backlighting —Style Y(Class B) • Real-time clock/calendar with automatic daylight savings control —Style Z(Class A) • History file with 1,000 event capacity • Silence Inhibit and Autosilence timer options • Addressable sounder base • Continuous, March Time, Temporal, or California code for main • Multi-criteria detector (smoke, heat, CO) with programmable circuit board NACS with two-stage capability response • Selectable strobe synchronization per NAC • Control module delay timer • 2.5 A special application,250mA regulated,total power for NACS • Automatic detector sensitivity testing(NFPA 72 compliant) NOTE.Maximum or total24VDC system powershared between all NAC • Automatic device type-code verification circuits and the ANN-BUS is 2.7 A • Point trouble identification PROGRAMMING AND SOFTWARE • WaterFlow selection per module point • Alarm verification selection per detector point Autoprogramming(learn mode)reduces installation time DF-60953:C•7/16/2018—Page 1 of 4 I • Custom English labels (per point) may be manually entered or OPTIONAL MODULES selected from an internal library file 4XTMF Reverse Polarity Transmitter Module: Provides a super- • Two programmable Form-C relay outputs vised output for local energy municipal box transmitter, alarm and • 50 software zones trouble. Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming • Program Check automatically catches common errors not linked COMPATIBLE ANNUNCIATORS to any zone or input point ANN-80: Remote, red LCD annunciator mimics the information dis- • OFFLINE PROGRAMMING: Create the entire program in your played on the FACP LCD display. Recommended wire type is un- office using FS-Tools,a Windows@-based software package,and shielded. upload/download system programming locally. Offline program- ANN-100: Remote LCD annunciator mimics the information dis- ming requires an ethernet connection. FS-Tools is available on played on the FACP LCD display. Recommended wire type is un- www.firelite.com. shielded. For use in FM applications only. User interface ANN-1/0: LED Driver Module provides connections to a user sup- LED INDICATORS plied graphic annunciator.(See DF-52430.) ANN-LED:Annunciator Module provides three LEDs for each zone: • Fire Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • CO Alarm(red) 60241.) • AC Power(green) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Supervisory(yellow) or addressable points. (See DF-60241.) • Trouble(yellow) ANN-RLY:Relay Module provides 10 programmable Form-C relays. • Ground fault(yellow) Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANNS/PG:Serial/Parallel Printer Gateway module provides a con- • Disabled(yellow) nection for a serial or parallel printer.(See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. SD365-IV: Addressable low-profile photoelectric smoke detector. KEYPAD Ivory.LiteSpeed and CLIP mode. • 16 key alpha-numeric pad SD365T:Addressable low-profile photoelectric smoke detector with • Acknowledge thermal sensor.LiteSpeed only. • Alarm Silence SD365T-IV: Addressable low-profile photoelectric smoke detector • Drill(Manual Evacuate) with thermal sensor. Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke detector for use with DNR(W)duct detector housing.LiteSpeed only. • Reset(lamp test) SD365R-IV: Remote test capable addressable photoelectric smoke Product Line Information detector for use with DNR(W) duct detector housing. Ivory. Lite- Speed and CLIP mode. ES-50X:Addressable Fire Alarm Control Panel with one SLC loop. H365: Low-profile 135°F fixed thermal sensor.LiteSpeed only. Includes main circuit board with display, pre-installed IPOTS-COM communicator, chassis with transformer, backbox with door, plastic H365-IV: Low-profile 135°F fixed thermal sensor. Ivory. LiteSpeed bag containing screws,cables, key, etc. (For ES-50XC,refer to DF- and CLIP mode. 60954.) H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- FS-Tools: Programming software for Windows@-based PC com- Speed only. puter.Available for download at www.firelite.com. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. CELL-CAB-FUCELL-MOD:Optional GSM communicators. LiteSpeed and CLIP mode. IPOTS-COM: Dual technology (POTS and IP) communicator. H365HT: Low-profile intelligent 190°F/88°C fixed thermal sensor. (replacement board) LiteSpeed only. DP-ES-R:Optional dress panel for the ES-50X. H365HT-IV: Low-profile intelligent 190°F/88°C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. Ivory. LiteSpeed and CLIP mode. BB-2F:Optional cabinet for one or two modules. Legacy Devices BB-6F: Optional cabinet for up to six modules mounted on CHS-6 SD355:Addressable low-profile photoelectric smoke detector. chassis. BB-26:Battery backbox,holds up to two 25 AH batteries&CHG-75. SD355T:Addressable low-profile photoelectric smoke detector with BB-55F:Battery box, houses two 55 AH batteries thermal sensor. CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. SD355R: Remote test capable addressable photoelectric smoke CHG-75:Battery charger for lead-acid batteries with a rating of 25 to detector for use with DNR(W)duct detector housing. 75 AH. SD355CO:Addressable, low-profile device that provides fire, heat, CHG-120F: Remote battery charging system for lead-acid batteries and carbon monoxide(CO)detection. with a rating of 55 to 120 AH.Requires additional BB-55F for mount- H355: Fast-response,low-profile heat detector. ing. H355R: Fast-response, low-profile heat detector with rate-of-rise BAT Series: Batteries,see data sheet DF-52397. option. PRN Series: UL listed compatible event printer. Uses tractor-fed H355HT: Fast-response, low-profile heat detector that activates at paper. 190°F%88°C. Page 2 of 4—DF-60953:C•7/16/2018 AD355: Low-profile, intelligent, "Adapt' multi-sensor detector W IBG12LX:LiteSpeed Intelligent wireless pull station. (13350LP base included). WAV-RL,WAV-WL,WAV-CRL,WAV-CWL: LiteSpeed Intelligent AV B20CS: Programmable,addressable sounder base bases. B200SR:Addressable sounder base. W;USB: Wireless USB radio/antenna dongle that plugs into the BEAM355: Intelligent beam smoke detector. USB port of a PC running SWIFT Tools. BEAM355S: Intelligent beam smoke detector with integral sensitiv- SWIFT Tools: Programming and diagnostic utility for the Wireless ity test. Gateway and devices.Available for download from firelite.com. D355PL: InnovairFlex low-flow non-relay duct-detector housing; NOTE: For more information on Compatible Addressable Devices for includes SD355R. use with the ES-50X, see the following data sheets (document num- bers): SD365 Series (DF-61010), H365 Series (DF-61011), AD355 DNR: InnovairFlex low-flow non-relay duct-detector housing.(Order (DF-52386), BG-12LX(DF-52013), CMF-300-6 (DF-52365), CRF-300-6 SD355R/SD365R separately.) (DF-52374), CMF/CRF Series (DF-52130), CP355 (DF-52383), H355 DNRW: InnovairFlex low-flow non-relay duct-detector housing,with Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Series/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 (DF-52356), SD355/SD355T (DF-52384), and SLC Wiring Manual Addressable Modules (51309). MMF-300: Addressable Monitor Module for one zone of normally- NOTE:Legacy 300 Series detection devices such as the CP300/CP350, open dry-contact initiating devices. Mounts in standard 4.0" (10.16 SD300(7)/SD350(7)and older modules such as the M300,M301,M302, cm.) box. Includes plastic cover plate and end-of-line resistor. Mod- C304, and BG-10LX are not compatible with LiteSpeed polling. If the ule may be configured for either a Style B(Class B)or Style D(Class SLC contains one of these devices, polling must be set for standard A)IDC. CLIP protocol. Please consult factory for further information on previous MDF-300: Dual Monitor Module. Same as MMF-300 except it pro- 300 Series devices. vides two Style B(Class B)only IDCs. ADDRESSABLE DEVICE ACCESSORIES MMF-301: Miniature version of MMF-300. Excludes LED and Style End-of-Line Resistor Assembly (R-47K and R-3.9K): The D option.Connects with wire pigtails.May mount in device backbox. 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, MMF-302:Similar to MMF-300.Addressable Monitor Module for one and CMF-300 module circuits. The 3.9k ohm assembly supervises zone of conventional two-wire detectors. Requires resettable 24 the MMF-302 module circuit.These resistors are included with each VDC power. Refer to the Device Compatibility Document for listed module. compatible devices and quantity limitation. Power Supervision Relay: Supervises the power to 4-wire smoke CMF-300: Addressable Control Module for one Style Y/Z(Class B/ detectors and notification appliances. A) zone of supervised polarized Notification Appliances. Mounts directly to a 4.0" (10.16 cm.) electrical box. NAC option requires Wiring Requirements external 24 VDC to power notification appliances. CRF�300•Addressable relay module containing two isolated sets of While shielded wire is not required, it is recommended that all SLC Form-C contacts, which operate as a DPDT switch. Mounts directly wiring be r to the pair l minimize the effects dets of electrical interter- to a 4.0"(10.16 cm.)box,surface mount using the SMB500. a ice. Refer to the panel manual for whin details. BG-12LX: Addressable manual pull station with interface module mounted inside. 1300:This module isolates the SLC loop from short circuit conditions (required for Style 6 or 7 operation). ISO-6: Six-fault isolator module. Mount one or two modules in a BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except MMF-301 and M301. MMF-300-10:Ten-input monitor module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF-302-6: Six-zone interface module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6:Six-circuit supervised control module. Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6: Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SW/FT Wireless Devices W-GATE:LiteSpeed Wireless Gateway W-SD355:LiteSpeed intelligent,wireless photo detector. W-H355R: LiteSpeed intelligent wireless rate of rise (135°) heat detector. W-SD355T: intelligent wireless photo/heat detector. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) heat detector. W-MMF:LiteSpeed Intelligent wireless monitor module. W-CRF:LiteSpeed Intelligent wireless relay module. DF-60953:C-7/16/2018—Page 3 of 4 -s. SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0—49°C/32 • Intelligent Signaling Line Circuits................................................1 —120°F and at a relative humidity 93%f 2%RH(noncondensing)at • Addressable device capacity....................................................50 32-C t 2°C (90°F t 3°F). However, the useful life of the system's • Programmable software zones........................ ............. ........50 standby t ybatteries components may be adversely affe d by exeme e ranges and hum • Annunciators......................................................................16 is recommended that this system and itspenphe ds.Therefore, it be installed in am environment with a normal room temperature of 15—27°C/60— Electrical Specifications 80i F. AC Power., Operates in either 120 or 240 VAC,50160 Hz, 3.25 A, auto-sensing- no switch required. Wire size: minimum 14 AWG NFPA Standards (2.00 mm2)with 600 V insulation. Nonpower-limited, supervised. The ES-50X complies with the following NFPA 72 Fire Alarm Sys- Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger tems requirements: Capacity: 7-18 AH (ES-50X cabinet holds maximum of two 18 AH —LOCAL(Automatic, Manual,Waterflow and Sprinkler Supervi- batteries.) sory). Communication Loop: Supervised and power-limited. AUXILIARY (Automatic, Manual and Waterflow) (requires Notification Appliance Circuits: Terminal Block provides connec- 4XTMF). tions for two NACs, Style Y(Class B)or Style Z (Class A). Special REMOTE STATION (Automatic, Manual and Waterflow) Application power. Power-limited, supervised circuitry. Maximum (Where a DACT is not accepted,the alarm,trouble and supervi- signaling current per circuit: 2.5 amps special application, 250mA sory relays may be connected to LIL 864 listed transmitters.For regulated. End-of-Line Resistor: 4.7k ohm, 'Y2 watt (P/N 71252 LIL reverse polarity signaling of alarm and trouble, 4XTMF is listed)for Style Y(Class B)NAC;system capable of 1.9 kQ-22 kQ required.) ELR range, Refer to the Fire-Lite Device Compatibility Document for _PROPRIETARY(Automatic, Manual and Waterflow). listed compatible devices. —CENTRAL STATION (Automatic, Manual and Waterflow, and Two Programmable Relays and One Fixed Trouble Relay: Con- Sprinkler Supervised), tact rating:2.0 A @ 30 VDC(resistive),0,5 A @ 30 VAC (resistive). OT, PSDN (Other Technologies, Packet-switched Data Net- Form-C relays,non-power-limited,non-supervised. work) —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Cabinet Specifications CBC 2007(Seismic) Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" (1.82 cm.)deep.Backbox: 19.00"(48.26 cm.)high x 16.65"(42.29 Agency Listings and Approvals cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" (55.88 cm.)high x 19.65"(49.91 cm.)wide. The listings and approvals below apply to the basic ES-50X control panel. In some cases,certain modules may not be listed by certain Shipping Specifications approval agencies, or listing may be in process. Consult factory for status. st Weight:26.9 lbs.(12.20 kg.)Dimensions:20.00"(50.80 cm.)high UL:latest listing ng st x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • FM approved • CSFM:7165-0075:0500 FDNY:COA#6261 NOTE:See DF-60954 for ULC-listed model. AlarmNet®, Fire-Late®Alarms,SWIFT®, and System Sensor®are registered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. ©2018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. big MAC A MN IINUTIRM QVAf,'iTY 6Y5TIM3 For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.fiirelite.com Page 4 of 4—DF-60953:C•7/16/2018 DF-520130•E-100 BG-12LX FirelmeXarms Addressable Manual Pull Station by Honeywell DevicesAddressable General The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for Fire-Lite's addressable fire alarm control panels (FACPs) Because the BG-12LX is addressable, the control panel can display the exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features PUSH IN • Maintenance personnel can open station for inspection and PULL DOWNI address setting without causing an alarm condition. • Built-in bicolor LED, which is visible through the handle of the station,flashes in normal operation and latches steady red when in alarm. • Handle latches in down position and the word"ACTIVATED" appears to clearly indicate the station has been operated. • Captive screw terminals wire-ready for easy connection to SLC loop(accepts up to 12 AWG/3.25 mm2 wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted. Semi-flush mount to a standard single- gang,double-gang,or 4°(10.16 cm)square electrical box. • Smooth dual-action design. N • Meets ADAAG controls and operating mechanisms guide- lines (Section 4.1.3[13]); meets ADA requirement for 5 lb. maximum activation force. • Highly visible. usually needed for semi-flush mounting with 4° (10.16 cm) or • Attractive shape and textured finish. double-gang boxes(not with single-gang boxes). • Key reset. Operation • Includes Braille text on station handle. • Optional trim ring(BG12TR). Pushing in,then pulling down on the handle causes it to latch in the down/activated position.Once latched,the word"ACTT- • Meets UL 38, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station,simply unlock the station with the Construction key and pull the door open.This action resets the handle;clos- Shell, door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch.Two rotary decimal switches allow address settings (1 —159 with Breakaway Tab removed for MS-9600 Series, 1 — • Shipping Weight:9.6 oz.(272.15 g) 99 and MS-92000DLS, 1—50 for MS-9050UD). • Normal operating voltage:24 VDC. • Maximum SLC loop voltage:28.0 VDC. Architectural/Engineering • Maximum SLC standby current:375 pA. Specifications • Maximum SLC alarm current:5 mA. Manual Fire Alarm Stations shall be non-coded, with a key- • Temperature Range:32°F to 120OF(0°C to 49°C) operated reset lock in order that they may be tested, and so • Relative Humidity: 10%to 93%(noncondensing) designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key.An operated sta- • For use indoors in a dry location tion shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of Installation red-colored polycarbonate material with clearly visible operat- The BG-12LX will mount semi-flush into a single-gang,double- ing instructions provided on the cover. The word FIRE shall gang,or standard 4°(10.16 cm)square electrical outlet box,or appear on the front of the stations in white letters, 1.00 inches will surface mount to the model SB-10 or SB-1/0 surface back- (2.54 cm) or larger. Stations shall be suitable for surface box. If the BG-12LX is being semi-flush mounted, then the mounting on matching backbox SB-10 or SB-1/0;or semi-flush optional trim ring (BG12TR) may be used. The BG12TR is mounting on a standard single-gang, double-gang, or 4°(10.16 cm) square electrical box, and shall be installed DF-520130.4/13/2012—Page 1 of 2 within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops. The manual station shall, on command from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual-action addressable pull station. Includes key locking feature. (Listed for Canadian and non-Canadian appli- cations.) SB-10:Surface backbox;metal. SB-1/0:Surface backbox;plastic. BG12TR:Optional trim ring. 17003:Keys,set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • UL/ULC Listed: S711 (listed for Canadian and non-Cana- dian applications). • MEA:67-02-E. • CSFM:7150-0075:0184. • FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. FireUte®Alarms®is a registered trademark of Honeywell International Inc. ©2012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. IRMW NIAM181FAFlll IM; All specifications are subject to change without notice. QUALITY SYSTEMS Made intheU.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-520130•4/13/2012 DF-61010:C SD365 Series Addressable Photoelectric Smoke Detectors `t./ FIMLITUALarms by Honeywell DevicesAddressable The Fire-Lite® Alarms SD365(A), SD365R(A), and SD365HT(A) intelligent plug-in smoke detectors are designed for both perfor- mance and aesthetics, and are direct replacements for the SD355 Series. A new modern, sleek, contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by ` a wide range of combustion sources in accordance with more strin- gent code standards. Exclusively for use with Fire-Lite's addressable fire alarm control „ panels,the SD365(A) Series point ID capability allows each detec- tor's address to be set with rotary,decimal address switches,provid- ing exact detector location for emergency personnel to quickly locate a fire during its early stages,potentially saving precious rescue time _ T while also reducing property damage. Two LEDs on each sensor �,'fi t� f S 4i light tlocal, a o provide avisible sensor indication. The SD365(A) Series also offers 135°F (57°C) fixed temperature thermal sensing on the SD365T(A)and a remote test capable detec- tor on the SD365R(A) for use with DNR(A)/DNRW duct smoke detector housings. Features • Plugs into separate base for ease of installation and maintenance SLC LOOP. • Separate base allows interchange of photoelectric,ionization and • Two-wire SLC loop connection thermal sensors • Unit uses base for wiring OPTIONS: • Compatible with LiteSpeedTm and CLIP protocol systems • Optional relay,isolator,and sounder bases • Stable communication technique with noise immunity Installation ADDRESSING: SD365 Series plug-in intelligent smoke detectors use a detachable • Addressable by device base to simplify installation, service and maintenance. Installation • Rotary,decimal addressing instructions are shipped with each detector. (Refer to the Fire-Lite panel manuals for device capacity.) Mount detector base(all base types)on an electrical backbox which ARCHITECTURE: is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. Unique single-source design to respond quickly and dependably NOTE.Because of the inherent supervision provided by the SLC loop, • to a broad range of fires end-of-line resistors are not required. Wiring 7-taps"or branches are permitted for Class'B"wiring only. • Integral communications and built-in device-type identification When using relay or sounder bases, consult the 1300(A) installation • Built-in tamper resistant feature sheet 156-3626 for device limitations between isolator modules and isola- • Remote test feature from the panel tor bases. • Walk test with address display(an address on 121 will blink the Construction detector LED: 12-[pause] 1(LiteSpeed systems only) These detectors are constructed of fire-resistant plastic.The SD365 • Built-in functional test switch activated by external magnet Series plug-in intelligent smoke detectors are designed to commer- • Removable cover and insect-resistant screen for simple field cial standards and offer an attractive appearance. cleaning • Expanded color options Operation OPERATION. Each SD365 Series detector uses one of the panel's addresses (total limit is panel dependent)on the Fire•Lite Signaling,Line Circuit • Designed to meet UL 268 7th Edition (SLC).It responds to regular polls from the control panel and reports • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- its type and the status. If it receives a test command from the panel old level (or a local magnet test), it stimulates its electronics and reports an • LED"blinks"when the unit is polled (communicating with the fire alarm. It blinks its LEDs when polled and turns the LEDs on when panel)and latches in alarm. commanded by the panel. The SD365 Series offers features and Low standby current performance that represent the latest in smoke detector technology. MECHANICALS: Detector Sensitivity Test • Sealed against back pressure Each detector can have its sensitivity tested(required per NFPA 72, • SEMS screws for wiring of the separate base Chapter 14 on Inspection, Testing and Maintenance)when installed/ Designed for direct-surface or electrical-box mounting connected to an Fire-Lite addressable fire alarm control panel.The results of the sensitivity test can be printed for record keeping. DF-61010:C•5/28/2020—Page 1 of 3 Product Line Information B I00SA-INH:Same as B20OS-WH,ULC listing NOTE:"--IV"suffix indicates CLIP and LiteSpeed device. 132IOOSA-IV:Same as B20OS-IV,ULC listing NOTE:`A"suffix indicates Canadian version. B200SCOA-WH:White, Intelligent, programmable sounder base in SD365 White,low-profile intelligent photoelectric sensor,LiteSpeed En]Segles detector applications cat ons uired in Canada for ULC applications with CO only SD365A:Same as SD365 but with ULC listing B200SCOA-IV: Ivory Intelligent, programmable sounder base in English/French (required in Canada for ULC applications with CO SD365-IV:Ivory,low-profile intelligent photoelectric sensor Series detector applications,ULC listing SD365A-IV:Same as SD365-IV but with ULC listing B20OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- SD365T:White,same as SD365 but includes a built-in 135°F(57°C) 10% with a square wave or its equivalent; designed to meet the fixed-temperature thermal device,LiteSpeed only NFPA 72 sleeping space requirement. (CSFM:7300-1653.0238) SD365TA:Same as SD365T but with ULC listing B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable SD365T-IV: Ivory, same as SD365T but includes a built-in 135°F sounder base. Produces a fundamental frequency of 520 Hz +/- (57°C)fixed-temperature thermal device 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) SD365TA-IV:Same as SD365T-IV but with ULC listing B200SR-WH:White, Intelligent sounder base capable of producing SD365R: White, low-profile intelligent photoelectric sensor, remote sound output with ANSI Temporal 3 or continuous tone.Intended for test capable,for use with DNR/DNRW,LiteSpeed only retrofit applications. (CSFM:7300-1653.0213) SD365RA: Same as SD365R but with ULC listing, for use with B200SR-IV: Ivory, Intelligent sounder base capable of producing DNRA sound output with ANSI Temporal 3 or continuous tone. Intended for SD365R-IV:Ivory,low-profile intelligent photoelectric sensor,remote retrofit applications. (CSFM:7300-1653:0213) test capable,for use with DNR/DNRW B200SRA-WH:Same as B200SR-WH with,ULC listing SD365RA-IV:Same as SD365R-IV but with ULC listing,for use with B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing DNRA B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the NOTE:For details on intelligent bases,see DF-60059. NFPA 72 sleeping space requirement. Intended for retrofit applica- B300-6:White,6"base,standard flanged low-profile mounting base tions.(CSFM:7300-1653.0238) (CSFM:7300-1653:0109) B2 0SR-LF-IV: Ivory, Low Frequency Intelligent, programmable B300-6-IV: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- base(CSFM:7300-1653.0109) 10'/o with a square wave or its equivalent; designed to meet the B30OA-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- tions.(CSFM:7300-1653.0238) B30OA-6-IV: Ivory, 6" standard flanged low-profile mounting base,ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP:Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for B21 OLP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory,replacement flange for B21 OLP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA10OZ(A): Remote LED annunciator.3-32 VDC.Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single-gang electrical box. For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UUULC listed(CSFM:7300-1653.0109) CK300:Color Kit(includes cover and trim ring),white, 10-pack B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300-IV:Color Kit(includes cover and trim ring),ivory,10-pack B224RB-WH:White,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black, 10-pack B224RB-IV: Ivory,relay base(CSFM:7300-1653:0216) B224RBA-WH:White,relay base,ULC listing B224RBA-IV: Ivory,relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol. (CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol. (CSFM:7300-1653:0213) Page 2 of 3—DF-61010:0.5/28/2020 SYSTEM SPECIFICATIONS Sensitivity: Listings and Approvals • UL Applications:0.5%to 4.0%per foot obscuration. Listings and approvals below apply to the SD365 Series detectors. • ULC Applications:0.5%to 3.5%per foot obscuration In some cases, certain modules may not be listed by certain Size:2.0"(51 mm)high;base determines diameter approval agencies, or listing may be in process. Consult factory for —B300-6:6.1"(15.6 cm)diameter latest listing status. —B501:4"(10.2 cm)diameter UL/ULC Listing:S1059 For a complete list of detector bases see DF-60983 • :FM Approved Shipping weight:3.4 oz.(95 g) • CSFM:7272-0075:0502 Operating temperature range: • SD365:32°F to 122°F(0°C to 50°C) • SD365T Series:32°F to 100°F(0°C to 38°C) • SD365R Series installed in a DNR/DNRW, -4°F to 158°F(-20oC to 70oC) UUULC Listed Velocity Range: 0-4000 ft/min. (1219.2 m/min.), { suitable for installation in ducts Relative humidity:10%—93%non-condensing Thermal ratings:fixed-temperature set point 1350F(570C),rate-of- rise detection 15°F(8.3°C)per minute,high temperature heat 190°F (88°C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") DETECTOR SPACING AND APPLICATIONS Fire-Lite recommends spacing detectors in compliance with NFPA 72. In low airflow applications with smooth ceiling, space detectors 30 feet(9.1m). For specific information regarding detector spacing, placement, and special applications refer to NFPA 72. A System Smoke Detector Application Guide,document SPAG91, is available at www.systemsensor.com. LiteSpeedTM is a trademark, and Fire•Lite@ Alarms and System Sensor® are registered trademarks of Honeywell International Inc. ©2020 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. ENCINEMINC 8 NWYIIACIEIIING QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 3 of 3—DF-61010:C•5/28/2020 DF-61011:C • H365 Series � F��.��Te®A�arms Addressable Heat Detectors by Honeywell Addressable Devices Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modern, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system operation and building design. Exclusively for use with Fire-Lite's addressable fire alarm control panels,the H365(A)Series point ID capability allows each detector's `r address to be set with rotary, decimal address switches, providing exact detector location for emergency personnel to quickly locate a • fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. f The H365(A) Series includes fixed temperature, rate-of-rise and ` high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications. Detectors are available for both LiteSpeedTm and CLIP applications as designated. Features SLC LOOP: OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA10OZ remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device • Rotary,decimal addressing H365 Series plug-in intelligent thermal detectors use a detachable (Refer to the Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE: Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE:Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. wring "T-taps"or branches are permitted for Style 4(Class B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory preset to 135•F Applications (57-C) Use thermal detectors for protection of property.For further informa- • Rate-of-rise model(H365R(A)), 15•F(8.3•C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model (H365HT(A)) factory preset to 190°F Detectors,which provides detailed information on detector spacing, (88•C) placement,zoning,wiring,and special applications. • 360•-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic. The H365 MECHANICALS: Series plug-in intelligent thermal detectors are designed to commer- Sealed against back pressure cial standards and offer an attractive appearance. • • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent) on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC).It responds to regular polls from the control panel and reports thermal sensors its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:C•11/18/2019—Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV,ULC listing NOTE:"-/V"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH:White, Intelligent, programmable sounder base in NOTE:A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO WSeries detector applications 36 :White, low-profile intelligent 135°F fixed thermal sensor, Lite- B200SCOA-IV: Ivory Intelligent, programmable sounder base in Speed only English/French (required in Canada for ULC applications with CO H365A:Same as H365 but with ULC listing Series detector applications, ULC listing H365-IV: Ivory, low-profile intelligent 135°F fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R: White, low-profile intelligent rate-of-rise thermal sensor, NFPA 72 sleeping space requirement.(CSFM:7300-1653:0236) LiteSpeed only B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV: Ivory, low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) sor, LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for H365HT: White, low-profile intelligent 190°F fixed thermal sensor, retrofit applications.(CSFM:7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HTA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for retrofit applications.(CSFM:7300-1653:0213) H365Speed and CLIP Ivory, low-profile intelligent 190°F thermal sensor, Lite- B200SRA-WH:Same as B200SR-WH with,ULC listing Speed and H365HTA-IV Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE:For details on intelligent bases,see DF-60059. 106/6 with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM.•7300-1653:0109) bons.(CSFM:7300-1653.0238) B300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM:7300-1653:0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6, ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6" standard flanged low-profile mounting base, tions.(CSFM:7300-1653:0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP:Bulk pack of B300-6,package contains 10 TR300:White, replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory,replacement flange for B210LP(A)base base. UUULC listed(CSFM 7300-1653:0109) RA100Z(A): Remote LED annunciator.3-32 VDC.Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting base.UUULC listed(CSFM:7300-1653:0109) M02-09-00:Test magnet with telescoping handle B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white, 10-pack B224RB-WH:White,relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring),ivory, 10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black, 10-pack B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory, relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300-1653:0216) 13224BIA-WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM.7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH,ULC listing Page 2 of 3—DF-61011:C•11/18/2019 SYSTEM SPECIFICATIONS Size:2.0"(5.3 cm)high;base determines diameter -B300-6:6.1"(15.6 cm)diameter -B501:4"(10.2 cm)diameter For a complete list of detector bases see DF-60983 Shipping weight:3.4 oz. (95 g) Operating temperature range: • H365, H365R Series:-4•F to 100•F(-20•C to 38•C) • H365H Series:-4•F to 150°F(-20•C to 66•C) Detector spacing: UL approved for 50 ft. (15.24 m)center-to-cen- ter,FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity:10%-93%non-condensing Thermal ratings:fixed-temperature set point 135OF(57°C),rate-of- rise detection 15•F(8.3•C)per minute, high temperature heat 190•F (88°C) Mounting: B300-6(A)flanged base,included See"Product Line Information: Intelligent Bases,"if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Listings and Approvals Listings and approvals below apply to the H365 Series detectors. In some cases, certain modules may not be listed by certain approval agencies,or listing may be in process. Consult factory for latest list- ing status. • UUULC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTM is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 1S0 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. MCIN191Ni I MOIACi1NNi QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 3 of 3—DF-61011:C•11/18/2019 C01224A SYSTEM - Y SENSOR® `' p CO1224 Series Carbon Monoxide Detectors with RealTest° C - • `• s Technology C01224T t The System Sensor CO1224T, CO1224TR, and C01224A (Canada) Carbon Monoxide(CO)Detectors use a highlyLL � - 4 accurate and reliable electrochemical sensing cell to +� ' C01224TR provide early warning of dangerous CO levels. Features When dangerous amounts of CO are detected,the CO1224 • A 10-year end-of-life timer Series CO detectors alert residents by sounding and flashing a temp 4 signal alarm.With 24/7 central station monitoring,residents are • RealTest®enables a functional test using canned CO guaranteed protection whether they are away from home,sleeping, • A code-required trouble relay or already suffering from the effects of CO. • Wiring supervision with SEMS terminals The C01224 Series detectors are designed for system operation. • 12/24 VDC These detectors are fully listed to UL 2075(US models only)and • A low current draw of 20 mA in standby and 40 mA in alarm CSA 6.19-01 (Canada model only)and offer a code-required trouble • Versatile mounting for wall and ceiling relay to send a sensor failure or end-of-life signal to the control panel and the central station.The C01224 Series detectors also • Accurate and reliable electrochemical sensing technology use SEMS-type terminal Philips head screws for quicker and more • Optional CO-PLATE CO Detector Replacement Plate to upgrade positive wiring connections and code-required wiring supervision. previously installed competitor detectors to the CO1224T or With a low current draw,these detectors enable more devices to be CO1224A. connected to the panel,limiting the need to purchase extra power • C01224T tested up to 12,000 feet above sea level supplies or more expensive panels.As 12/24 VDC detectors,the C01224 Series detectors will operate on most industry security and fire alarm control panels. With RealTest®technology,the CO gas sensing cell used in the CO1224 Series CO detectors can be tested using a CO gas agent, fully meeting the requirements of NFPA 720:2009(US models only). Simply put the detector into RealTest mode,spray a small amount of CO into the detector per the installation instructions,and within seconds the detector will alarm,indicating successful gas entry.(See Agency Listings the reverse page or the user manual for complete instructions.) UNote:CO1224T& L CO1224TR are in full U I C compliance with UL LISTED L 2075 and C01224A is eSTE eao4ms in full compliance with ULC CSA 6.19-01. y C01224 Series Detectors Carbon Monoxide Detector Specifications Architectural/Engineering Specifications Carbon monoxide(CO)detector shall be a system-connected System Sensor model number C01224T or C01224TR listed to Underwriters Laboratories UL 2075 for Gas and Vapor Detectors and Sensors.The Canadian model C01224A,is ULC listed to CSA 6.19-01,for residential carbon monoxide alarm devices.The detector shall be equipped with a sounder and a trouble relay.The detector's base shall be able to mount to a single-gang electrical box or direct(surface)mount to the wall or]ceiling.Wiring connections shall be made by means of SEMS screws.The detector shall provide dual-color-LED indication that blinks to indicate normal standby,alarm,or end-of-life.When the sensor supervision is in a trouble condition,the detector shall send a trouble signal to the panel.When the detector gives a trouble or end-of-life signal,the detector shall be replaced.The detector shall provide a means to test CO gas entry into the CO sensing cell.The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry.For the C01224T only, the detector shall perform in the detection of CO up to 12,000 feet above sea level and alarm within the time specified by ANSI/UL 2034 for CO concentrations of 70, 150 and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory, Electrical Specifications Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0.5 A @ 30 VDC Trouble Contact Ratings 0,5 A @ 30 VDC Physical Specifications Size:C01224T&C01224A Length:5,1 in(130 mm),Width: 3.3 in(84 mm),Height:1.3 in(33 mm) Size:C01224TR Diameter:6.0 in(152 mm),Height: 1.3 in(33 mm) Approximate Weight C01224T&C01224A:7 oz(198 g);C01224TR:11 oz(312 g) Operating Temperature Range 32°F to 104°F(O°C to 40°C) Operating Humidity Range 22 to 90%RH Input Terminals 14 to 22 AWG Mounting Single-gang back box;surface mount to wall or ceiling Operation Modes Operation Mode Green LED Red LED Sounder Normal(standby) Blink 1 per minute — — Alarm — Blink in temp 4 pattern Sound in temp 4 pattern RealTest6 Feature: The System Sensor C01224 Series CO Detectors enable evaluation of the functionality of the CO sensing cell using a canned CO test agent. NOTE:Check with local codes and the AHJ to determine a if a functional gas _ test is desired for an ; t installation. Push and hold the Test/Hush button for Spray canned CO agent into the Verify CO sensing at the control panel. two seconds to enter RealTest mode.The detector. The detector will automatically exit green LED will flash once every second to RealTest alarm mode after about 20-60 indicate Reaffest mode has started. seconds. Hush Feature: Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode). „ Trouble Feature: When the detector is in a trouble condition,it will send a trouble signal to the panel.. End-of-Life Timer: After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel to indicate it is time to replace the detector.An electrochemical CO detector lifespan is about ten years. r ' The detector must be replaced by the date marked on the inside of the product. CO-PLATE: System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when necessary) of previously installed competitive carbon monoxide detectors that require replacement. Ordering Information CO-PLATE DescriptionPart No. CO1224T 12/24 volt,6-wire system-monitored carbon monoxide detector with RealTest®Technology(US only) G01224T 12/24 volt,6-wire system-monitored round carbon monoxide detector with RealTest®Technology(US only) C01224A 12/24 volt,6-wire system-monitored carbon monoxide detector with RealTest®Technology(Canada only) CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors(US&Canada) SYSTEM US:3825 Ohio Avenue Canada:6581 Kitimat Rd,Unit 6 ©2016 System Sensor.Product specifications subject to St.Charles,IL 60174 Mississauga,Ontario 1_5N 3T5 change without notice.Visit our websites for current product SENSOR 800-SENSOR2 800-SENSOR2 information,including the latest version of this data sheet. systemsensoccom systemsensocca CODS88600.10/16 SYSTEM z SENSOR® sr.ti �f L-Series and L-Series with LE® Indoor Selectable Horns, Strobes and Horn Strobes System Sensor L-Series and L-Series with LED audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. } Features The System Sensor L-Series and L-Series with LED • LED technology provides lower current draw platform offers the most versatile and easy-to-use line of horns, • Digital Voltage Meter(DVM)diagnostic test points for Horn strobes,and horn strobes in the industry with lower current draw and Strobes and Strobes modern aesthetics.LED lighting technology offers significantly lower • Common aesthetics across the L-Series platform current draw compared to older Xenon bulbs across a full candela • Standard and compact sizes range.This improves design flexibility for notification appliance • Tamper-resistant construction circuits(NACs)while also reducing power supply requirements • Field-selectable candela settings on wall units: 15,30,75,95, allowing for simpler and lower cost installations_ 110,135,and 185 Flexible design options meet virtually any application requirement: • Field-selectable candela settings on ceiling units: 15,30,75,95, wall or ceiling mount,standard or compact sizes,red or white color 115, 150,and 177 choices,bezel kits for alternate markings and languages,and LED • Rotary switches for candela,tone and volume selections color lenses for distinctive visual signaling.In addition,installers can • Mounting plate provides plug-in design for easier installation and easily adapt devices using field selectable candela,tone and volume shorting springs to check wiring continuity settings using rotary switches. • Electrically compatible with legacy SpectrAlert,SpectrAlert Advance and L-series devices The L-Series and L-Series with LED line is developed to simplify • Synchronization through use of UL approved power supplies that installation.All devices feature plug-in designs with minimal intrusion support System Sensor Sync protocol or System Sensor MDU into the back box,making installations fast and foolproof while Sync Module virtually eliminating costly and time-consuming ground faults.The • Horns,Strobes and Horn Strobes listed for wall or ceiling use universal mounting plate includes an onboard shorting spring,so installers can test wiring continuity before the device is installed. In addition,the System Sensor L-Series with LED notification Agency Listings appliances offer a new diagnostic test point feature that allows you to measure device voltage with a digital voltage meter(DVM)without S►GNAUNG SIGNALING removing the appliance from the wall or ceiling.The DVM test points G � US U� ULC F M are discreetly located on the face of the notification appliance which LISTED LISTED LISTED APPROVED enable faster troubleshooting and end of line(EOL)voltage checks Horn Strobes Horns: Horns: 3357072 736o-1653A525 while greatly reducing the risk of misplacing or damaging appliances and Strobes: 64011 S4011 F iMMUS0195 7135-16539503 S5512,S4o11 7135-1s53A52s during troubleshooting. AVOS916-01•10/03/2023•Page 1 w L-Series and L-Series with LED Specifications Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage,LED Strobes and Horn Strobes Regulated 24 VDC Nominal Voltage,Horns Regulated 12 VDC or regulated 24 DC/FWR Operating Voltage Range,LED Strobes and Horn Strobes 16 to 33 V(24 V nominal) Operating Voltage Range,Horns 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) InputTerminal Wire Gauge 12,to 18 AWG ULJULC Current Draw Data, Horn Tones,and Sound Output Data Candela 163 Volts B-17.5 Volts 16-33 Volts Rating Wall Ceiling Sound Pattern dB DC DC FWR Candela 15 18 18 Temporal High 39 44 54 Range 30 22 22 Temporal Low 28 32 54 75 70 70 Non-Temporal High 43 47 54 95 75 75 Non-Temporal Low 29 32 54 110 85 — 3.1 KHz Temporal High 39 41 54 115 90 3.1 KHz Temporal Low 29 32 54 135 105 — 3.1 KHz Non-Temporal High 42 43 54 150 — 110 3.1 KHz Non-Temporal Low 28 29 54 177 115 Coded High 43 47 54 185 120 — 3.1 KHz Coded High 42 43 54 UUULC Maximum Horn Strobe Current Draw(mA)and Sound Output(dBA) Current Draw(mA RMS),Horn Strobe, Sound Candela Range(15-185 cd) Output (dBA) 16-33 Volts 16-33V Switch Volume 15cd 30cd 75cd 95cd 110cd 115cd 135cd 150cd 177cd 185cd DC Pos. Sound Pattern Setting WALL CEILING WALL CEILING CEILING WALL 1 Temporal High 35 38 87 92 94 120 189 189 190 190 87 2 Temporal Low 35 38 87 92 94 120 135 135 145 145 79 3 Non-Temporal High 50 52 87 92 94 120 127 127 135 135 87 4 Non-Temporal Low 35 38 87 92 94 120 125 125 130 130 79 5 3.1 KHz Temporal 3 High 35 38 87 89 91 115 155 155 165 165 86 6 3.1 KHz Temporal 3 Low 35 38 87 89 91 115 128 130 135 135 80 7 3.1 KHz Non-Temporal High 40 42 87 89 91 115 125 125 135 135 86 8 3.1KHz Non-Temporal Low 35 38 87 89 91 115 120 120 130 130 80 AV05816-01•1 0/0 3120 2 3•Page 2 L-Series with LED Dimensions:Wall-Mounted Equipment 2.07' 3.46' 3. ( mm) BB mm 2 3.57° 1551 88 m M (31.6m 125' (3 mm 32 mm (9.1 CM) (3.9 cm) O 9 lD o s27° 538" Sz7° 0° ( ) O 133.9 mm 1 133.9 mm ee o 13.7 em j �ye�e'i�e e'e e O ee'ee eee ,�. 'e44'e'e A0917-0 14)547-00 A0557-0 Compact Strobe,Horn Strobe Compact Horn Compact Surface Mount Back Box for Wall for Walls(SBBGRL,SBBGWL) 2.07' 4.T° 0.M. 53 mm( 119 mm 2m 4.82' 119 mm 125° I I 32 mm (122 (469 4 cm) .69 c (31.8 mm em) ri 4 11 UP 0 5.67° 0 149 mm 5. DO4'B06 0 5.78" m O 144 mm 4oep40e4ep ( oaeeoe (14.68 cm) ED O A0613-00 A0549-00 A0554-01 Strobes,Horn Strobes Horn Surface Mount Back Box for Walls for Walls(SBBRUSBBWL) L-Series with LED Dimensions: Ceiling-Mounted Equipment 2.07' 6.92'diam. 2.5' (52.6 mm) (175.77 mm) (64 mm) 6.83"diam. 1.25° (173.5 mm) (31.8 mm) o O�� O O�c CD c O O ®O O o Q o 0 eo , A0608-00 A0546-00 Strobes and Horn Strobes Surface Mount Back Box for Ceilings for Ceilings(SBBCRL,SBCWL) AVDS916-01•10/03Y2023•Page 3 L-Series with LED: Ordering Information Model Description Model Description L-Series with LED Horn Strobes LED Lenses ,P2Rl_ED 2-Wire,Horn Strobe,Wall,Red LENS-A3 Lens LED Amber Wall/Ceiling P2RLED-B 2-Wire,Horn Strobe,Wall,Red,Bilingual LENS-B3 Lens LED Blue Wall/Ceiling P2WLED 2-Wire,Horn Strobe,Wall,White LENS-G3 Lens LED Green Wall/Ceiling P2WLED-B 2-Wire,Horn Strobe,Wail,White,Bilingual LENS-R3 Lens LED Red Wall/Ceiling P2GRLED 2-Wire,Compact Horn Strobe,Wall,Red Accessories P2GRLED-B 2-Wire,Compact Horn Strobe,Wall,Red,Bilingual TR-2 Universal Wall Trim Ring Red P2GWLED 2-Wire,Compact Horn Strobe,Wall,White TR-2W Universal Wall Trim Ring White P2GWLED-B 2-Wire,Compact Horn Strobe,Wall,White, SBBRL Wall Surface Mount Back Box,Red Bilingual SBBWL Wall Surface Mount Back Box,White P2RLED-P 2-Wire,Horn Strobe,Wall,Red,Plain SBBGRL Compact Wall Surface Mount Back Box,Red P2WLED-P 2-Wire,Horn Strobe,Wall,White,Plain SBBGWL Compact Wall Surface Mount Back Box,White P2RLED-SP 2-Wire,Horn Strobe,Wall,Red,FUEGO TRC-2 Universal Ceiling Trim Ring,Red P2WLED-SP 2-Wire.Horn Strobe,Wall,White,FUEGO TRC-2W Universal Ceiling Trim Ring,White PC21RLED 2-Wire,Horn Strobe,Ceiling,Red SBBCRL Ceiling Surface Mount Back Box,Red PC2RLED-B 2-Wire,Horn Strobe,Ceiling,Red,Bilingual SBBCWL Ceiling Surface Mount Back Box,White PC2WLED 2-Wire,Horn Strobe,Ceiling,White Bezelst PC2WLED-B 2-Wire,Horn Strobe,Ceiling,White,Bilingual BZR Wall Red Bezel Kit L-Series with LED Strobes BZW Wall White Bezel Kit SRLED Strobe,Wall,Red BZGR Compact Wall Red Bezel Kit SRLED-B Strobe,Wall,Red,Bilingual BZGW Compact Wall White Bezel Kit SWLED Strobe,Wall,White BZRC Horn Strobe Ceiling Red Bezel Kit SWLED-B Strobe,Wall,White,Bilingual BZWC Horn Strobe Ceiling White Bezel Kit SGRLED Strobe,Compact,Wall,Red SGRLED-B Strobe,Compact,Wall.Red,Bilingual Notes for L-Serles With LED Horn Strobes and Strobes: SGWLED Strobe,Compact,Wall,White All-P models have a plain housing(no"FIRE"marking on cover). SCWLED-B Strobe,Compact,Wall,White,Bilingual All-SP models have'FUEGO"marking on cover. All-ALERT models have"ALERT"marking on cover. SRLED-P Strobe,Wall,Red,Plain All-B models have'FIRE/FEU"marking on cover for use in Canadian SWLED-P Strobe,Wall,White,Plain applications. SRLED-SP Strobe,Wall,Red,FUEGO Amber lenses are not for use in Canadian applications SWLED-CLR- Strobe,Wall,White,ALERT Notes for L-Series Horns: ALERT 'Horn-only models are listed for wall or ceiling use. SWLED-ALERT Strobe,Wall,White,ALERT,Amber Lens SGRLED Strobe,Ceiling,Red Notes for Bezels: SCRLED-B Strobe,Ceiling,Red,Bilingual tEach bezel pack ships in a package of 5. Add one of the following extensions for printpanguage options:-F(FIRE),-AL SCRLED P Strobe,Ceiling,White,Plain (ALERT),-EV(EVAC),-AG(AGENT),-P(Plain),-FIR(FEU),-PG(FOGO),SP SCWLED Strobe,Ceiling,White (FUEGO),-SPE(FUEGO/FIRE). SCWLED-B Strobe,Ceiling,White,Bilingual SCWLED-P Strobe,Ceiling,White,Plain SCWLED-CLR- Strobe,Ceiling,White,ALERT ALERT L-Series Horns HRL* Horn,Red HRLA* Horn,Red,Plain,ULC HWL* Horn,White HWLA* Horn,White,Plain,ULC HGRL* Compact Horn,Red HGRLA" Compact Horn,Red,Plain,ULC HGWL* Compact Horn,White HGWLA* Compact Horn,White,Plain,ULC 3825 Ohio Avenue•St.Charles,IL 60174 USA system sensoro is a registered trademark Phone;800-SENSOR2•Fax:630-377-6495 of Honeywell International,Inc. www.systemsensor.com SYSTEM 3333 Unity Drive,Mississauga,ON L5L 3S6 Canada 02023 System Sensor. �� SENSOR® Phone:800 SENSOR2•Fax:905-812-0771 currentuct roducrssrmalli to change dingthelaestice.Vnofthisdatasorcom heet. for current product inlomeaLat,mdWinc3 the latest version of this data sheet. www.systemsensor.ca AVDs91rr01.101032023 • Universal full event sole&dual path cellular&/or IP commercial UL and NFPA 72 Fire Code-Compliant,the StarLink Series fire alarm reporting from any panel brand,virtually anywhere Wireless Commercial Fire Alarm Sole Path&Dual Path nationwide Communicators provide universal support for any brand • Code-compliant,replaces 2 POTs lines per FACP saves thousands 12V to 24V fire alarm control panel,reporting in Contact of dollars per year over the leased landlines ID and 4/2. With broadest LTE coverage footprint,Verizon or AT&T,using proven StarLink circuitry,they are also • Supports 12V-24V control panels and FACPs that communicate using available in locking metal models.All provide the most Contact ID and 4/2(such as on legacy panels),as primary or backup economical solution for easy,versatile installation.Also • Full data Reporting to any Central Station nationwide,via choice regional compliances,i.e.,CSFM,NYCFD,LAFD and more. of LTE Networks,Verizon®or AT&r. Communicate critical life Easy,Universal Installation at Every Application;Panel- and safety alarm reports on LTE(Long Term Evolution)10+year life,cyber-protected multi-billion dollar cellular network,for Powered Technology1m.StarLink Fire Communications are maximum life safety&liability protection. easily connected to any panel or Fire Alarm Control Panel (FACP)standardly operating between 12V and 24V.Flexible • Proven to work even where other's won't-using Signal BoostTM' in any application,StarLink Fire also comes in standard,or &twin dual diversity antennas- Max.signal acquisition&null models in metal housings,with code-compliant supervision, avoidance(receives signals simultaneously on both antennas) and choice of power options,Panel-Powered Technology' • Easiest installation,powered by panel,NO extra power supply, (powered by the panel),or direct-connect 120VAC models. NO extra conduit.(Excludes Direct AC-Powered "-PS"models,with Signal Boost circuitry&dual diversity antennae for transformer option.)t maximum signal acquisition&null avoidance,receiving • Dual Path Cellular/IP Models Save Time&Money-Uniquely signals simultaneously on both antennae. including 4 programmable EOLR zone inputs;2 Form C Relay outputs Flexible Performance&Reporting Options.StarLink Fire (no extra supervision modules to buy or install);plus,2 Telephone- provides full data reporting,in sole and dual path,as a style jacks for easy FACP-connection.Self-supervised on 4 wires. primary or backup,to any central station of your choice, • Preactivated to ensure communications-saves time and labor onsite without requiring any special equipment on premises. • LED Status/Trouble Indicators 3 Radio Status LED Indicators Ultra-affordable plans are available to meet various codesand requirements,with supervisory check-ins from 200 (visible from outside standard model housing)-Green,Signal seconds,to 5 minutes;and/or from 1 to 6 hours.The units Strength;Amber-Busy/Activation;Red-Trouble(4 additional LEDs, are very easily activated,plans and options are selected, not visible,for network status&troubleshooting).Power LED indicator viewable on outer metal enclosure models. and 24/7 account management is provided all through www.napcocomnet.com. • Over-the-Air Upgradable Communicator Firmware.Remote ability for critical/mandatory updates,without a truck-roll • Cost-saving models and plans for any code requirement. Napco Starl-ink Universal Fire Alarm Dramatic savings over monthly dedicated landline charges. Communicators • Sole Path Cellular and Dual Path Cellular&/or IP Models • Choice of LTE Networks,Verizon or AT&T models • Choice of plans(varies by model)-check-ins from 200 seconds to 5-minutes,and from 1 hour,up to 6 hours for dual path • Patented Signal Boostym andDual Diversity Antennae for maximum signal acquisition&null avoidance,receiving signals simultaneously on both antennae • Money-saving Tradeup incentive credit for security j professionals,on new or retrofit fire systems,i.e.,tradeup missing/retired POTS lines,old radios&networks or new installations • Bonus:Full High-Speed Napco Panel remote uploading/ downloading • COMPLIANCES:NFPA 72 Editions:2019,2016,2013,2010, 2007;UL864,10th Ed.,UL1610,UL985,UL1023,NYCFD; rS. 'nk CSFM;LAFD ry1Y 1 " )lit•..; ffN1,P Y connected by AT&T verizon✓ n Code-compliant standard or metal models on choice of Verizon orAT&T LTE networks i LT Model Ordering & Specifications venzon,/ AT&T Uni ue Onboard LTE WiFi 9 InputElettriral Other Power Network Cell IP Option lab F/eaCtu�eSaver Partings Inputs Input Ratings Outputs Output Ratings Sup", (option) STANDARD „ r SOLE PATH Panel-PoweredTech'y:n SLE•LTEA-FIRE AT&T Yes No No Input Voltage/Input IN1:9-25VDC Max input Open Collector Max Current:10V=90mA;, IN1,IN2, current 2mAIN2,iN3: PGM1, 3Vwhenactive,Max 25V 12.25V=71mA;- IN3 9.25VDC Max in ut PGM2' When not active.Max current SLE-LTEV-FIRE Verizon Yes No No P 9 200mA eakdurin current PGM3 24mAQ25V ' transmissions DUAL PATH 2 TelCo jacks for EZ Panel-Powered OUT1,OUT2:Dry Contact,Form SLE-LTEAI•FIRE AT&T Yes Yes Yes FACP Conned;4 IN1:9-25VDC Max Input Voltage:l0-25VDC: C Relay,30VACIDC,500mA ProgrammableEOLR IN1,IN2, input current2mA OUT1, Input Current:162mA, Max Outputs whenacdor zone inputs;2 Form C IN3,IN4, IN2,IN3,IN4,IN5: OUT2, SLE-LTEVI-FIRE Verizon Yes Yes Yes Recitforlay supervputs ision 300mApeakduriito ng I INS 9-25VDC Max input PGM3 OMaxu SVwhen active.Max regtforsupervision transmissions current12mA current24mAQ25V module r SOLEPATH SLE•LTEA-CFB AT&T Yes No No Panel Powered Tech'y:" - InputVoltage/Input IN1:`,9-25VDC Max input' P ` Open Coll edor.0utpuisMaz' Current:10V=90mA; IN1,IN2, current 2mA IN2,IN3-i GM2' 3Vwhen active,Max 25V- 12-25V=71mA, IN3 9-25VDC Max input PGM2, . when not active.Max current SLE-LTEV-CFB Verizon Yes No No 200mApeakduring current12mA. PGM3, 24mAQ25V transmissions SLE•LTEA•CFB-PS• AT&T Yes No ' No DirectAC-Poweredilnput IN1:9-25VDC Max input Open Collector Outputs Max' Transformer- Voltage:120VAC nominal .PGM1 'Input Current: , cur , (TRF12-- _IN1,IN2rent2mAIN2,IN3: PGM2 3V when active,Max 25Vwhen• , max;maximum charging .IN3 9-25VDC Max input PGM3 notadive.Maximumcurrent 16VAC,20VA SLE•LTEV-CFB-PS Verizon - Yes No No- current:200mA iJ. ,current 1.2mA, 24mAQ25V transformer) DUAL PATH 2 TelCo jacks for EZ. panel-Powered OUTI,OUT2:Dry Contact,Form SLE-LTEAI-CFB AT&T Yes Yes Yes FACP Conned;4 IN1:9-25VDC Max Input Voltage:10.25VDC: C Relay,30VAC/DC,500mA Programmable EOLR IN1,IN2, input current2mA OUT1, Input Current: Max PGM3:Open Collector zone inputs;2 Form C IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Relay outputs(avoids to100mAstandby; INS 9-25VDC Max input PGM3 Outputs Max3Vwhenadive, SLE-LTEVI-CFB Verizon Yes Yes Yes 300mApeakduring Max 25V when active.Max regtfmodulrvisiI transmissions currentl2mA current24mAQ25V module) � " 2 TeICo jacks for EZ OUTI,OUT2:Dry Contact,Form SLE-LTEAI•CFBPS AT&T Yes Yes Yes FACP Connect;4 Direct AC-Powered:Input iN1:9-25VDC Max CRelay,30VACCDC,500mA Transformer Programmable EOLR Voltage:120VAC nominal IN1,IN2, input current2mA OUT1, Max RelaPGMy, /DC,5Open ledor (TRF12 zone inputs;2 Form C Input Current:200mA IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Outputs Max3Vwhenadive, 16VAC,20VA Relay outputs(avoids max;maximum charging' INS 9-25VDC Max input PGM3 Outputs when active. transformer SLE-LTEVI-CFBPS Verizon Yes Yes Yes regtforsupervision current:200mA current12mA currenthemAQ25V ) module) ACCESSORIES: SLE-WIFI-MODULE Optionally connects supported dual path models to FIreLInk-Integrated Fire Alarm Control' Internet via WiFi,eliminating Ethernet cable connection.Requires 7AH batty. (' Pane�StarLink Fire LTE Built In ,1. (**See details ) j SLE-ANTEXT75 Optional extended range omni.antenna w/75'cable, ;FL-32FACP-LTEV Firewolf 8 Zone 24V Conventional premium low-loss cable&full mounting hardware&ground fault isolation ;Commercial Fire Alarm Control Panel with onboard mounting plate Startink Fire®Sole Path,Verizon LTE Cellular SLE-ANTEXT50 As above,with 50'cable Alarm Communicator and integral menu-driven LCD annunciator,w/4amp,24V power supply. SLE-ANTEXT30 As above,with 30'cable Optionally expandable up to 32 points/zones via TRF12 Optional Plug in AC Transformer,16.5V/20VA(use i commercial addressable,wireless or conventional is subject to local code compliance)t fire devices(2 onboard NACs providing up r'"' �"^_";`^,• ; to 4Anotification power).,Locking,metal red enclosure,(surface,or,flush mount')removable Free Commercial Fire LTE Tradeup Trifold 16''x17"door wl14:25"x16"base.Houses 16Ah Brochures/Mailers/Stuffers(A747) ,battery backup. � J nStarLlnk Fire. 333 Bayview Ave.,Amityville,NY 11701 • 1-800-645-9445 • www.napcosecurity.com Note:Always consult technical manual and/or AHJ for compliance requirements for yourarea/appllica0on.Startink Startink Fire,FlreLink,SlgnalBoost,Panel-Powered Technology,Gemini&Gemini Commercial are trademarks of Napco.AT&T,Verizon,LTE,etc.are trademarks of their respective companies.'Startink offers full data coverage in US from virtually all panel brands reporting in Contact ID or4/2.tt For Panel-Powered technology,regulated auxiliary power outputs are required on Listed FRCP."Add 40mh to input current&Standby Battery requirement.tWhere permitted byAHJ;requires conduiL.For full details on the Startink tradeup incentive see online under hitp://www.napcosecuriV.com/starlink/starlink4gupgrade/tPromo subject to change w/o prior notice.LTE lifespan claims are based on those of carriers. ©NAPCO,NAPCO Security Technologies Inc.(NASDAQ:NSSq A734A2019.8 1300 0 x 0.000400 = , %,,, r% ISO-6 0 x 0.002700 - �, ,;J{� l` � x; B501 BH-2 0- x 0.001000 B501 BHT-2 0 x 0.001000 6224R6 0 1XI 0.000500 B224BI 0 1XI 0.000450 1 = W-GATE 0 IxI 0.024000 1 = � {'/��„�i,,/rl ryf�: f i�"'✓SFr �� ,� . Maximum alarm draw for all Addressable devices --------------->1 0.20000 Resettable Power 4-Wire Smoke Detectors 1 0 1XI 0.000000 1 = 0 1 x 1 0.000000 1 = SWIFT Wireless W-GATE 1 0 jxj 0.040000 1 = 0 1 x 1 0.040000 1 = Auxiliary Power CMF-300 Aux. Power 0 x 0.001700 = 0 x 0.007000 = CMF-300-6 Aux. Power 0 x 0.008000 = 0 x 0.020000 = MMF-302 Aux. Power 0 x 0.012000 = 0 x 0.090000 = MMF-302-6 Aux. Power 0 x 0.050000 = 0 x 0.270000 = B200SR Aux. Power 0 I x 0.000500 = 0 x 0.035000 = B200SR-LF Aux. Power 0 1XI 0.001000 1=1 1 0 1 x 1 0.125000 1 = Miscellaneous Devices C01224TR 2 x 0.020000 = 0;040000 2 x 0.040000 - 0.080000 SLE-MAX2-FIRE 1 x 0.100000 = V00000 1 x 0.100000 = 0.100000 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 1XI -0.000000 = 0 Ix, 0.000000 = Output Circuits NAC/Out ut#1 r -7r 0.000000 0.817000 = 0.817000 NAC/Out ut#2 rz 0.000000 0.000000 = FCPS remote Sync) 0 x 0.000000 = 0 x 0.021700 1 = Total Standby Load 0.288275 Total Alarm Load 1.454000 �SmuTeALarms ES-50X BatteryCalculation by Honeywell: Calculation in Total Sheet 24 Hours Total Standby Current 0.2883 Amps x 24 = 6.919 AH 5 Minutes Total Alarm Load 1.4540 Amps x 0.084 = 0.122 AH Total Current Load 7.041 AH Multiply by the Derating Factor 1.2 = x 1.20 Total Am ere Hours Required 1 8.45 AH Recommended Batteries: BAT-12120 -12AH Batteries Battery Check The batteries can be charged by the ES-50X Charger. The batteries can be housed in the ES-50X Cabinet. Fire-Lite Alarms Page 2 11/15/2024 Note 1: You are fully responsible for verifying these calculations. Note 2: Use the dro downs in the yellow cells to enter values. Olsre-MeAtall`MS ES-50X Battery Calculation by Honeywell Secondary Power Source Requirements Standby Device Main Circuit Board 1 x 0.141000 = 0.141000 1 x 0.257000 = 0.257000 IPOTS-COM Communicator 0 x 0.040000 = 0 x 0.041000 = 4XTMF 0-. x 0.005000 = 0 x 0.011000 = EOLR-1 0 x 0.020000 = 0 x 0.020000 = CELL-MOD-FL/CELL-CAB 1 0 lxl 0.055000 1 =1 0 1 x 1 0.100000 1 = ANN-BUS Devices ANN-SEC Card 0 x 0.003000 = 0 x 0.003000 = ANN-80 -W 0 x 0.015000 = 0 x 0.040000 = ANN-100 0 x 0.020000 = 0 x 0.025000 = ANN- R LED 0 , x 0.028000 = 0 x 0.068000 = ANWRLY 0 X1 0.015000 =1 0 x 0.075000 = ANN-1/0 0 x 0.035000 = 0 x 0.200000 = ANN-1/0 LED 0 x 0.000000 = 0 x 0.010000 _ ANN-S/PG 0 x 0.045000 = 0 x 0.045000 - Addressable Devices BEAM355 0 - x 0.002000 = _�� `? ;.�` L*` ``� BEAM355S 0 x 0.002000 '. + CP355 -0-- x 0.000300 = , ,\�,� z, . SD355CO 0 x 0.000300 SD355 0 xl 0.000300 = SD365 6 x 0.000300 = 0.001800 SD355T 0 x 0.000300 = �` M' ' '� � . - SD365T 0 x 0.000300 H355 0 x 0.000300 = '� ��`'v� `*`�` • H365 7 x 0.000300 = 0.002100 \+, v- 4'w`t" ,`•'s ma`s �`w \v 5 }v H355HT 0 x 0.000300 H365HT 0 x 0.000300 H350R 0- x 0.000300 H355R 0 x 0.000300 = y ` ,,yy,��, •� , H365R 0 x 0.000300 = '�* ; `} ;�"' " k' ��. �� D350RPL 0 x 0.000300 = `'1;"•`'.`; \ \ ° D365PL 0 x 0.000300 MMF-300 0 x 0.000400 MMF-300-10 0 x 0.003500 = ' MDF-300 0 x 0.000750 = ' MMF-301 2 x 0.000375 = 0.000750 `; ;', ,� Ems' MMF-302 0 x 0.000270 = ' � d�� ' MMF-302-6 0 x 0.002000 BG-12LX 7 x 0.000375 = 0.002625 CMF-300 0 x 0.000390 IN CMF-300-6 0 x 0.002250 CRF-300 0 x 0.000270 CRF-300-6 0 x 0.001450 = `` ` �` \ � \ , a CDRM-300 0 ° x 0.001300 Fire-Lite Alarms Page 1 11/15/2024 Current Draw Check NAC#1 current is within the limitations of the circuit. NAC#2 current is within the limitations of the circuit. ES-50X current draw: The required output current is within thepanel's limitations (iBIFIr -UT eALarMS ES-50X Circuit Detail by Honeywell NAC/Outi2ut#1 Device Qty I Non-Alarm Draw Total Qty Alarm Draw Total P2RLED 7 x 0.000000- = 0.000000 7 x 0.087000 = 0.609000 SCRLED 3 x 0.000000 = 0.000000 3 x 0.01,8000 = 0.054000 P2RK 1 x 0.000000 = 0.000000 1 x 0.164000 = 0.154000 0 x -0.000000 = 0 x 0.000000 = 0 1XI 0.000000 . = 0 1XI 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.-000000 1 0 x 0.000000 = Total Standby Load 0.000000 Total Alarm Load 0.817000 NAC/Out ut#2 DeviceQty Non-Alarm • Qty Alarm Draw Total 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000_ = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 1XI, 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x O.OQ0000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 1XI 0.000000 = 0 x 0.000000 = Total StandbyLoad 0.000000 Total Alarm Load 0.000000 Fire-Lite Alarms Page 3 11/15/2024 1300 0' x 0.000400 = ISO-6 0 x 0.002700 B501 BH-2 0- x 0.001000 = B501 BHT-2 0 x 0.001000 B224RB 0 1XI '0.000500 1=1 B224B1 0 x 0.000450 = W-GATE 0 -Ixl 0.024000 = Maximum alarm draw for all Addressable devices---------------> 0.20000 Resettable Power 4-Wire Smoke Detectors 1 0 1XI 0.000000 1 =1 1 1 0 I x 1 0.000000 1 = SWIFT Wireless W-GATE 1 0 1XI 0.040000 1=1 1 0 . 1 x 1 0.040000 1 = Auxiliary Power CMF-300 Aux. Power 0 x 0.001700 = 0 x 0.007000 = CMF-300-6 Aux. Power 0' x 0.008000 = 0 x 0.020000 = MMF-302 Aux. Power 0 x 0.012000 = j 0 x 0.090000 = MMF-302-6 Aux. Power 0 x 0.050000 = 0 x 0.270000 = B200SR Aux. Power 0 xi 0.000500 = 0 x. 0.035000 = B200SR-LF Aux. Power 0 IxI 0.001000 1 =1 I 1 0 1 x 1 0.125000 1 - Miscellaneous Devices C01224TR 2 x -0.020000 = 0.040000 2 x 0.040000 = 0.080000 SLE-MAX2-FIRE 1 x 0.100000 = 0; 100000 1 x 0.100000 = 0.100000 0 x 0.000000 = ! 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0. 1XI 0.000000 '1 =1 1 0 I.X 1 0.000000 = Output Circuits NAC/Out ut#1 � ..r = y f -� � 0:000000 � 0.817000 - 0.817000 NAC/Out ut#2 0.000000 ,E .0.000000 FCPS remote Sync) 0 x 0.000000 = 0 x 0.021700 = Total Standby Load 0'.288275 Total Alarm Load 1.454000 { FJMLITeALEWI'to'IS by Honeywell. ES-60X Battery Calculation Calculation in Total Sheet . . •24 Hours Total Standb mCurrent 0.2883 A is ;=24 = 6.919 AH 5 Minutes Total Alarm Load 1.4540 Amps x 0.084 = 0.122 AH Total Current Load 7.041.AH Multiply by the Derating Factor 1.2 = x 1.20 Total Ampere Hours Required 8.45 AH Recommended Batteries: BAT-12120-12AH Batteries Battery Check The batteries can be charged by the ES-50X.Charger. The batteries can be housed in the ES-50X Cabinet. Fire-Lite Alarms Page 2 11/15/2024 . Note 1: You are fully responsible for verifying these calculations. Note 2: Use the dro downs in the yellow cells to enter values. (8IFJre-UTeAEarMS ES-50X Battery Calculation by Honeywell Secondary Power Source Requirements Standby Device Qty Current Draw I Total I e Main Circuit Board 1 x 0.141000 = 0.141000 1 x 0.257000 = 0.257000 IPOTS-COM Communicator 0 x 0.040000 = 0 x 0.041000 = 4XTMF . 0 x 0.005000 = 0 x 0.011000 = EOLR-1 0 x 0.020000 = 0 x 0.020000 = CELL-MOD-FL/CELL-CAB 1 0 jxl 0.055000 1 =1 1 0 1 z 1 0.100000 1 = ANN-BUS Devices ANN-SEC Card 0 x 0.003000 = 0 x 0.003000 = ANN-80 -W 0 x 0.015000 = 0 x 0.040000 = ANN-100 0 x 0.020000 = 0 x 0.025000 = ANN- R LED 0 x 0.028000 = 0 x 0.068000 = ANN-RLY 0 1XI 0.015000 =1 0 1XI 0.075000 = ANN-1/0 0 ' Ixl 0.035000 = 0 x 0.200000 = ANN-1/0 LED 0 1XI 0.000000 = 0 x 1 0.010000 = ANN-S/PG 0 IxI 0.045000 = 0 x 0.045000 = Addressable Devices BEAM355 0 x 0.002000 = '0 N, MOM, BEAM355S 0 x 0.002000 CP355 0 x 0.000300 = ;% S � - `. SD355C0 0 - x 0.000300 w� ` , , SD355 0 x 0.000300 = ��` ? �� SD365 - 6 x 0.000300 = 0.001800 � i SD355T -- 0 • x 0.000300 SD365T 0 x 0.000300 H355 0 x 0.000300 H365 7 x 0.000300 = 0.002100 H355HT 0 x 0.000300 H365HT 0 x 0.000300 = � �' ' • H350R 0 x 0.000300 = a� H355R 0 x 0.000300 = 1z"ti��. H365R 0 x 0.000300 = "` D350RPL 0 x 0.000300 D365PL 0 x 0.000300 = -•`� � � :v �% '_ MMF-300 0 x 0.000400 MMF-300-10 0 x 0.003500 = ' MDF-300 0 x 0.000750 = ra; ti y MMF-301 2 x 0.000375 = 0.000750 MMF-302 0 x 0.000270 = ' �; � MMF-302-6 0 x 0.002000 = 4 BG-12LX 7 x 0.000375 = 0.002625 ` � t CMF-300 0 x 0.000390 = s` a CMF-300-6 0 x 0.002250 CRF-300 .0 x 0.000270 CRF-300-6 0 x 0.001450 CDRM-300 _0 _ x 0.001300 Fire-Lite Alarms Pagel 11/15/2024 Current Draw Check NAC#1 current is within the limitations of the circuit. NAC#2 current is within the limitations of the circuit. ES-50X current draw: The required output current is within thepanel's limitations (81Rrl-uTeALarmS ES-I50X Circuit Detail by Honeywell NAC/Out utl#1 ■- Draw Total Qty Alarm Draw Total P2RLED 7 x 0.000000 = 0.600000 7 x 0.087000 = 0.609000 SCRLED .3 x 0.000000 = 0.600000 3 x 0.018000 = 0.054000 P2RK 1 x 0.000000- = 0.000000 1 x 0.154000 = 0.154000 0 x 0.000000 = 0 x 0.000000 = 0- x 0.000000 - 0 x !° 0.000000 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000. = 0 x '0.000000 = 0 x 0.000000 = 0 x 0.000000 = Total Standby Load 0.600000 Total Alarm Load 0.817000 i NAC/Out utj#2 Device e Draw Total Qty Alarm Draw Total 0 x 0.000000- = 1 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 X1 0.000000 = 0 1XI 0.000000 =1 0 1 x.' 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x -0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 1XI 0.000060 - = 0 x 0.000000 = Total Standby Load 0.000000 Total Alarm Load 0.000000 i I I Fire-Lite Alarms Page 3 11/15/2024 + tR SYSTEM SENSOR . � $,, M L-Series andY L-Series with LED . Indoor Selectable 1 4`4` F fR Horns, strobes and Horn Strobes System Sensor L-Series and L-Series with LED audible ] visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features The System Sensor L-Serles and L-Series with LED • LED technology provides lower current draw platform offers the most versatile and easy-to-use line of horns, • Digital Voltage Meter(DVM)diagnostic test points for Horn strobes,and horn strobes In the industry with lower current draw and Strobes and Strobes modern aesthetics.LED lighting technology offers significantly lower • Common aesthetics across the L-Series platform current draw compared to older Xenon bulbs across a full candela • Standard and compact sizes range.This improves design flexibility for notification appliance • Tamper-resistant construction circuits(NACs)while also reducing power supply requirements • Field-selectable candela settings on wall units: 15,30,75,95, allowing for simpler and lower cost installations. 110,135,and 185 Flexible design options meet virtually any application requirement: • Field-selectable candela settings on ceiling units:15,30,75,95, wall or ceiling mount,standard or compact sizes,red or white color 115, 150,and 177 choices,bezel kits for alternate markings and languages,and LED • Rotary switches for candela,tone and volume selections color lenses for distinctive visual signaling.In addition,installers can • Mounting plate provides plug-in design for easier installation and easily adapt devices using field selectable candela,tone and volume shorting springs to check wiring continuity settings using rotary switches. • Electrically compatible with legacy SpectrAlert,SpectrAlert Advance and L-series devices The L-Series and L-Series with LED line is developed to simplify • Synchronization through use of UL approved power supplies that installation.All devices feature plug-in designs with minimal intrusion support System Sensor Sync protocol or System Sensor MDL3 into the back box,making installations fast and foolproof while Sync Module virtually eliminating costly and time-consuming ground faults.The • Horns,Strobes and Horn Strobes listed for wall or ceiling use universal mounting plate includes an onboard shorting spring,so installers can test wiring continuity before the device is installed. In addition,the System Sensor L-Series with LED notification Agency Listings appliances offer a new diagnostic test point feature that allows you to measure device voltage with a digital voltage meter(DVM)without SIGNALING SIGNALING removing the appliance from the wall or ceiling.The DVM test points CO US U� ULC FMB` are discreetly located on the face of the notification appliance which LISTED LISTED LISTED APPROVED enable faster troubleshooting and end of line(EOL)voltage checks Horn suobe3 Horns: Horns: 3057072 736o-1653.0525 while greatly reducing the risk of misplacing or damaging appliances and Scobes: S4011 S4011 FAi'3ri'US0195 7135.165395M SM12,S4011 7135-16MJD526 during troubleshooting. AVDS916-01•10103M23•Page 1 L-Series and L-Series with LED Specifications Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage,LED Strobes and Horn Strobes Regulated 24 VDC Nominal Voltage,Horns Regulated 12 VDC or regulated 24 DC/FWR Operating Voltage Range,LED Strobes and Horn Strobes 16 to 33 V(24 V nominal) Operating Voltage Range,Horns 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG UUULC Current Draw Data, Horn Tones,and Sound Output Data UUULC Maxmimurn Strobe Current Draw(mA) UUULC Maxmimurn Horn Current Draw(mA RMS) Candela 16-33 Volts 8-17.5 Volts 16-33 Volts Rating Wall Ceiling Sound Pattern dB DC DC FWR Candela 15 18 18 Temporal High 39 44 54 Range 30 22 22 Temporal Low 28 32 54 75 70 70 Non-Temporal High 43 47 54 95 75 75 Non-Temporal Low 29 32 54 110 85 — 3.1 KHz Temporal High 39 41 54 115 — 90 3.1 KHz Temporal Low 29 32 54 135 105 — 3.1 KHz Non-Temporal High 42 43 54 150 — 110 3.1 KHz Non-Temporal Low 28 29 54 177 — 115 Coded High 43 47 54 185 120 — 3.1 KHz Coded High 42 43 54 UUULC Maximum Horn Strobe Current s .: Current Draw(mA RMS),Horn Strobe, Sound Candela Range(15-185 cd) Output (dBA) 16-33 Volts 16-33V Switch Volume 15cd 30cd 75cd 95cd 110cd 115cd 135cd 150cd 177cd 185cd DC Pos. Sound Pattern Setting WALL CEILING WALL CEILING CEILING WALL 1 Temporal High 35 38 87 92 94 120 189 189 190 190 87 2 Temporal Low 35 38 87 92 94 120 135 135 145 145 79 3 Non-Temporal High 50 52 87 92 94 120 127 127 135 135 87 4 Non-Temporal Low 35 38 87 92 94 120 125 125 130 130 79 5 3.1 KHz Temporal 3 High 35 38 87 89 91 115 155 155 165 165 86 6 3.1 KHz Temporal 3 Low 35 38 87 89 91 115 128 130 135 135 80 7 3.1 KHz Non-Temporal High 40 42 87 89 91 115 125 125 135 135 86 8 3.1 KHz Non-Temporal Low 35 38 87 89 91 115 120 120 130 130 80 AVDS910-01•10/0312023•Fag.2 L-Series with LED Dimensions:Wall-Mounted Equipment 2.97° (53 mm) 3A6" 3.46' 1.25, 88 mm 125' 3.57° 1.55° 88 mm (31.8 mm) 32 mm (9.1 cm) (3.9 cm) y o 0 0 o w c 527° 04 4 ,. °oo°q�Q0000 538' 133.9 mm 5.27° Oo4o 13. ) O 133.9 mm p080�000�4, ( 7 cm 00000000000 O eoo�e OiOioi oi4 •T o 0 A0617-M W547-00 A0557-00 Compact Strobe,Horn Strobe Compact Horn Compact Surface Mount Back Box for Wall for Walls(SBBGRL,SBBGWL) 2.07' 4.7° 4.T 53 mm) 119 mm 2 m 4.82 119 mm 125° (31.8 mm 32 mm (12.24 cm) 1.85' (4.69 cm) 4 IP 5.67' 04-; 460 0 144 mm 5.67' 0000se o 0 .68° O ' 144mm o0000 } ,54 0 OR 4'B-0 O �.i O�MN.Ieo �.�...0 o � A0613-00 A0549-00 A0554-01 Strobes,Horn Strobes Horn Surface Mount Back Box for Walls for Walls(SBBRUSBBWL) L-Series with LED Dimensions: Ceiling-Mounted Equipment 2.07" 6.92°diam. 2.5° (52.6 mm) (175.77 mm) (64 mm) 6.83°diam. 1.25° (173.5 mm) (31.8 mm) oeo O c o o coo o p o 0 _ o - A0608-00 A0546-00 Strobes and Horn Strobes Surface Mount Back Box for Ceilings for Ceilings(SBBCRL,SBCWL) AVDS916-01•101032023•Page 3 L-Series with LED:Ordering Information Model Description Model Description L-Series with LED Horn Strobes LED Lenses P2R EL7i 2-Wire,Horn Strobe,Wall,Red LENS-A3 Lens LED Amber Wall/Ceiling P2RLED-B 2-Wire,Horn Strobe,Wall,Red,Bilingual LENS-133 Lens LED Blue Wall/Ceiling P2WLED 2-Wire,Horn Strobe,Wall,White LENS-G3 Lens LED Green Wall/Ceiling P21i 2-Wire,Horn Strobe,Wall,White,Bilingual LENS-R3 Lens LED Red Wall/Ceiling P2GRLED 2-Wire,Compact Horn Strobe,Wall,Red Accessories P2GRLED-B 2-Wire,Compact Horn Strobe,Wall,Red,Bilingual TR-2 Universal Wall Trim Ring Red P2GWLED 2-Wire,Compact Horn Strobe,Wall,White TR-2W Universal Wall Trim Ring White P2GWLED-B 2-Wire,Compact Horn Strobe,Wall,White, SBBWL Wall Surface Mount Back Box,Red Bilingual SBBWL Wall Surface Mount Back Box,White P2RLED-P 2-Wire,Horn Strobe,Wall,Red,Plain SBBGRL Compact Wall Surface Mount Back Box,Red P2WLED-P 2-Wire,Horn Strobe,Wall,White,Plain SBBGWL Compact Wall Surface Mount Back Box,White P2RLED-SP 2-Wire,Horn Strobe,Wall,Red,FUEGO TRC-2 Universal Ceiling Trim Ring,Red P2WLED-SP 2-Wire,Horn Strobe,Wall,White,FUEGO TRC-2W Universal Ceiling Trim Ring,White PC2RLED 2-Wire,Horn Strobe,Ceiling,Red SBBGRL Ceiling Surface Mount Back Box,Red PC2RLED-B 2-Wire,Horn Strobe,Ceiling,Red,Bilingual SBBCWL Ceiling Surface Mount Back Box,White PC2WLED 2-Wire,Horn Strobe,Ceiling,White Bezelst PC2WLED-B 2-Wire,Horn Strobe,Ceiling,White,Bilingual BZR Wall Red Bezel Kit L-Series with LED Strobes BZW Wall White Bezel Kit SRLED Strobe,Wall,Red BZGR Compact Wall Red Bezel Kit SRLED-B Strobe,Wall,Red,Bilingual BZGW Compact Wall White Bezel Kit SWLED Strobe,Wall,White BZRC Horn Strobe Ceiling Red Bezel Kit SWLED-13 Strobe,Wall,White,Bilingual BZWC Horn Strobe Ceiling White Bezel Kit SGRLED Strobe,Compact,Wall,Red SGRLED-B Strobe,Compact,Wall,Red,Bilingual Notes for L-Serles With LED Horn Strobes and Strobes: SGRELED Strobe,Compact,Wail,White All-P models have a plain housing(no"FIRE"marking on cover). SCWLED B Strobe,Compact,Wall,White,Bilingual All-SP models have`FUEGO"marking on cover. Aft-ALERT models have"ALERT"marking on cover. SRLED-P Strobe,Wall,Red,Plain All-B models have"FIRE/FEU"marking on cover for use in Canadian SWLED-P Strobe,Wall,White,Plain applications. SRLED-SP Strobe,Wall,Red,FUEGO Amber lenses are not for use in Canadian applications SWLED-CLR- Strobe,Wall,White,ALERT Notes for L-Series Horns: ALERT 'Horn-only models are listed for wall or ceiling use. SWLED-ALERT Strobe,Wall,White,ALERT,Amber Lens SCRLED Strobe,Ceiling,Red Notes for Bezels: SCRLED-B Strobe,Ceiling,Red,Bilingual tEach bezel pack ships in a package of 5. SCRLED-P Strobe,Ceiling,White,Plain Add one of the following extensions for printpanguage options:-F(FIRE),-AL SCWLED Strobe,Ceiling,White (ALERT),-EV(EVAC),-AG(AGENT),-P(Plain),-FR(FEU),-PG(FOGO),-SP g (FUEGO),-SPE(FUEGO/FIRE). SCWLED-B Strobe,Ceiling,White,Bilingual SCWLED-P Strobe,Ceiling,White,Plain SCWLED-CLR- Strobe,Ceiling,White,ALERT ALERT L-Series Horns HRL* Horn,Red HRLA* Horn,Red,Plain,ULC HWL* Horn,White HWLA* Horn,White,Plain,ULC HGRL* Compact Horn,Red HGRLA* Compact Horn,Red,Plain,ULC HGWL* Compact Horn,White HGWLA* Compact Horn,White,Plain,ULC 3825 Ohio Avenue•St.Charles,IL 60174 USA System Sensor°"is a registered trademark Phone:800-SENSOR2•Fax:630-377-6495 of Honeywell International,Inc. www.systemsensor.com SYSTEM 3333 Unity Drive,Mississauga,ON L5L 3S6 Canada 02023 System Sensor. SENSOR® Phone:800 SENSOR2•Fax:905 812 0771 Product specifications sub�cto change mhelaestv�.vnsysrer�nshoot. for current product infwma6on,including the latest version of this data sheet. www.systemsensor.ca AVDS916-01.10103/2023 e __ FIRE ALARM NOTES -------------------- ------------------- - - ------------------ ----------- -------------- T Il 1 1. ALL SMOKE DETECTORS SHALL BE MOUNT NO CLOSER DETECTION SYSTEM SHALOM - - ----- - ------- - --- ' I I 1 THAN 36" FROM ANY HVAC SUPPLY OR RETURN DUCT L BE DIFFUSER. PULL STATIONS TO BE MOUNTED 4'0" A.F.F. INSTALLED, MAINTAINED 75CD 75CD 11' i I TO CENTER OF DEVICE AND WITHIN 5' OF ASSOCIATED AND TESTED IN COMPLIANCE F DOORWAY. HORN/STROBE AND STROBE DEVICES TO BE WITH THE NFPA-72 CODE 1 1 MOUNTED 6'8" A.F.F. TO CENTER OF DEVICE. HORNS RATED AT 85 DB AND STROBES ARE 15/75 CANDELA LOCAL TOWN OF CODE, AND 2. ALL DEVICES SHALL BE MOUNTED ON APPROPRIATE THE FIRE AND MAINTENANCE BOXES SO THEY ARE ELECTRICALLY AND CODE OF NEW YORK STATE MECHANICALLY SECURE ` 3. ALL EXPOSED WIRING UNDER EIGHT FEET SHALL BE IN 1 STORAGE � ' STORAGE ��' 1 STORAGE 1 PROTECTIVE CONDUIT. 1 ; I 11; i 4. ALL FIRE ALARM WIRING SHALL BE APPROVED FOR THE SPECIFIC TYPE OF CONDITION -BEAMS ( I i 5. FARE ALARM INIITIAOTING CIRCUIT SHALL BE MINIMUM 18 WIRE SPEC. CHART GAUGE SOLID 6. ALL NOTIFICATION APPLIANCE WIRING SHALL BE #18 AWG FPL WIRE:ADDRESS LOOP 1 MINIMUM 16 GAUGE SOLID 7. ALL SMOKE AND HEAT DETECTORS MOUNTED IN HUNG #14 AWG FPL WIRE: SIGNAL CIRCUIT 1 s-------- ---------- " I H CEILINGS SHALL BE MOUNTED AT THE HIGHEST POINT #12 AWG FPL WIRE: 120VAC/ GRD. ATTACHED TO THE UNDERSIDE OF THE ROOF DECK 8. ALL WIRING SHALL BE SUPPORTED SO AS NOT TO REST ON THE HUNG CEILING 1 9. ALL MANUFACTURERS INSTALLATION RE UIREMENTS 1 SHALL BE I 1 STRICTLY SA TO TYP. DEVICE LOCATION 10. ALL NFPA72 LOCAL, STATE, A.D.A AND VILLAGE 1 CODES SHALL BE STRICTLY ADHERED TO CEILING AIlZREGISTER SMOKE I ' STORAGE I 1 i 11. PROJECT ARCHITECTS MUST APPROVE ANY CHANGE IN 3'0"MINIMUM DETEcroR I i I I THE DRAWING 11 1 I 1 I I I 1 i f 12. LICE SE STATE D FIRE ALARM INSTALLATION COMPANY 1 I 1 13. ALL WORK SHALL BE COMPLETED IN A HORN STROBE CRAFTSMAN-LIKE MANNER AND SHALL BE PLEASANT &STROBE DEVICE 1 ENCE HAND RAIL I TO THE EYE II i 1 I 14. CENTRAL STATION MONITORING BY ALARM-TECH (631)-232-0900 I; I OPEN TO BELOW 1 15. 24 HOUR CENTRAL STATION AND ALARM REPAIR PULL STATION 75CD ; I I I 1 r� I 1 1 1 1 75CD CONTACT TELEPHONE NUMBERS ARE TO BE DISPLAYED Q I � F I 1 ON THE ALARM PANEL Film 16. SYSTEM MODIFICATIONS AND COMPONENTS ARE w a I ® ul u ® 1 � 75� 1 SUBJECT TO ADDITION, DELETION, MODIFICATION, OR o 1 I ALTERATION AT THE TIME OF FINAL INSPECTION, IF " 1 15CD uP FOUND TO BE INADEQUATE BY THE FIRE MARSHAL FLOOR 15CD 1 1 I I 1 1 'I LADIES MEWS REVISIONS I II REVISIONS 'I # DATE ISSUE/REVISION/NOTES 1 I 1 SEQUENCE OF OPERATIONS 1 11/12024 SUBMITTED FOR REVIEW CORRIDOR OFFICE 1 �6 S I , I , I. WHEN ANY INITIATING DEVICE IS ACTIVATED, THE I ° 1 STORAGE I i FOLLOWING WILL OCCUR: 1 OR GE I A.HORNS WILL SOUND A TEMPORAL 3 CODE 1 iI B. STROBES WILL FLASH � I I C.FANS WILL SHUT DOWN 115CD 1 D.THE DEVICE IN ALARM WILL BE LISTED AT THE ANNUNCIATOR 75CD > i ' i E.AN ALARM SIGNAL WILL TRANSMIT TO THE CONFERENCE 0 n 1 I CENTRAL STATION DETAILS: ® ESTIBULE F 7�D 1 O O fE3 ------------------- ---------------------------tom 2. WHEN THE ALARM IS SILENCED, THE FOLLOWING WILLF_ OCCUR: ILE C.T.CEILING T S.R.SHEET ROCK 1 SALES/ SERVICE ® °°: ' 1 1 CE B. STROBEA. HORNS S RELL MAIN ACTIVE N.T.S. NOT HC�LE 1 1 ; 1 ! 1 I 3. WHEN THE F.A.C.P. IS RESET, THE FOLLOWING WILL NO SPRINKLER SYSTEM OCCUR 1 ------------------------- - - ------------------- - --------------------1`-� I A.INITIATING DEVICES WILL RESET I ---------------F�l---------+��----_ 1 ____________________________ ____==_ =�=__�— _' r l• 1 B.STROBES WILL STOP FLASHING AND RESET NON PLENUM CEILING I 1 1 I C.FANS WILL RESET I 1 I 1 4. TROUBLE AND SUPERVISORY SIGNALS WILL SOUND A I 1 I , 1 1 TONE AT THE F.A.C.P. ONLY. NOT AN ALARM. THE D F.A.C.P. WILL TRANSMIT A SIGNAL TO THE CENTRAL lRE ALARM STATION ALSO BY: I 1 5. CARBON MONOXIDE DETECTORS SHALL SOUND A --.,_-- RAFTING 1 1 TEMPORAL 4 SEQUENCE AT DEVICE AND A TONE AT THE 0F ` ' SYS7EW _ F.A.C.P. AND ANNUNCIATOR. F.A.C.P. WILL TRANSMIT WNLINE ROAD -------- F -----------------------H -- ----1--------------------- --� o TACOS ARM SIGNALWNALL CENTRAL STATION. HVAC AND HAUPPAUGE, NEW YORK 11788 FIRST FLOOR FIRE ALARM PLAN SECOND FLOOR FIRE ALARM PLAN PHONE: (631)-979-4500 DRAFTINGI@a)ALARM-TECH.COM SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" FIRE MARSHAL STAMPBOX APPLICANT: TY DESCRIPTION PART NUMBER LIGHTHOUSE SECURITY INC. SYMBOL Q BUILDING ELEVATION DETAILS APPROVED AS NOTED 1149 OLD COUNTRY ROAD SCALE: 1/8»-1'—0» ---------------------- ---------------------------------------------- TOP OF MAIN RIDGE SUITE D-5,RIVERHEAD,NY 11901 FACP 1 FIRE ALARM CONTROL PANEL ES-50X 27'-q1± DATE:o< <3 .P PHONE: (631)-727-2728 INFO@LIGHTHOUSESE CURITYINC.COM FEE-1 rox>�•0_0 BY N.Y.S.LICENSE#12000022174 FAC 1 CELLULAR COMMUNICATOR SLE-MAX2-FIRE _ — — CENTER OF SPANDREL BEAM NOTIFY FIRE MARSHAL AT63 6TT18NS: 5-1802 FOR THE FOLLOWING INSPE SEAL: R 7 PULL STATION BG12LX ° ; 1. ROUGH INSPECTION E 1 ARc 2. COMPLIANCE TESTING �5 ee 3. FINAL INSPECTION r� M� TOP OF SLAB <v o ' = h� � ` �S 6 SMOKE DETECTOR SD365 e ALL WORK SHALL COMPLY WITH NYS .��.��;r ; � ° gl_q�l ; 5 e ° - CENTER OF SPANDREL BEAM CODES AND APPLICABLE NFPA l r``"&; � 7 HEAT DETECTOR H365 ° 2'-a" I STANDARDS ° 0 F�.o23 5 4 5 0° .,�0� MMF-301 2 CARBON MONOXIDE DETECTOR C01224TR1 ° ° ALL COiSTR'JCTION SHl�l.lr N E\N MEET THE REO'JIR?!ENTS OR THE ° ° E"m 7 WALL MOUNT LED HORN STROBE P2RLED 5 ° CODES OR NEW YORK STATE. --- TOP OF SLAB PROJECT NAME. 01-011 ,r. owp 1 WEATHERPROOF HORN STROBE P2RK }- 1RE INSPECTION REQUIRED BEFORE PECONIC WATER 75CD 3 CEILING MOUNT LED STROBE LIGHT SCRLED OPERII!!G SPORTS 46770 COUNTY ROAD 48, SOUTHOLD, NY 75CD 75CD F F SCALE: 1/8" =1'-0/1 DRAWN BY: GM 15CD 15CD 15CD JOB: PECONIC WATER SPORTS i; SHEET: jj� O O p7j75CD75CD FA - 1 75CD FIRE ALARM S S S � SFLOOR PLAN P P P P PS P F F 1= F F FACP (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES DR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONN.INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York IIQOI N N , q-k "s tel. 631."12"1.2505 fax. 651.721.0144 (GENERAL BUSINESS) odmin®youngengineering.com MINIMUM 4 4 PRINCIPAL REQUIREMENTS PLAN 'J •J / Howard W. Young, Land Surveyor w � E LOT SIZE 30,000 S.F. 37,123 S.F. Thomas G. Wol ert, Professional Engineer p 9 LOT WIDTH 150' 150' Douglas E. Adams, Professional Engineer Ropo w �� LOT DEPTH 150' 247' 9 g Robert C. Tost Architect O$O SIDE YARD 25' 25.4' Robert 5tromski, Architect FRONT YARD VARIABLE 69.8' // BOTH SIDE YARDS 50' 71. ' LISA DRIVE aye An 9 Uj ° 5 h�� / REAR YARD 35' 65.4' R5-1 / LANDSCAPED AREA 35% 36.9% SITE DATA W S / DO NOT / GVQ �C�p MAXIMUM TOTAL AREA = 37,123 SQ. FT. PERMITTEO ENTER PRINCIPAL DIMENS DIMENSIONS PLAN *ZONING USE DISTRICT = B(GENERAL BUSINESS) � + 19.5% * / AT P�S � LOT COVERAGE 30% VERTICAL DATUM =NAVD(1988) ' + CFtc BUILDING HEIGHT 35' <35' / 19 p�G� NUMBER OF STORIES 2 2 1(00 R33 f G KEY MAPI ,,:f .I 30"x30" FRONT YARD TABLE PARKING CALCULATION PARKING REQUIRED a.�n SCALE: 1°=600' / G °Ja �,� ►�M STOP SCTM# FRONT YARD ' c ASPHALT 1 BOAT REPAIR&SALES: 2,651 SF @ 1 STALL/250 SF =11 STALLS 1000-55-5-7 62.6' STORAGE:7,000 5F @ I STALL/1,000 SF =7 STALLS 1000-55-5-10 1P� '- , 67.5' TOTAL PARKING REQUIRED =18 STALLS R5-1 +AT 2'. -;-;y1 •TABLE AVERAGE FRONT YARD=62.6'+67.5' /2=65.1' - A 30"x30" P�, 1 MOUN Do NO NG 2� / L + "_ i R16' CONCRETE CURB PARKING PROVIDED -10 �� I._t_! MOUNTgBLE R63 ASPHALT&STONEBLEND PARKING =18 STALLS ENTER Nip �D _' L: O G----PLANT CENTERpV .. TE CON O + { PLANT ROW <m u>> 1 PAVERS 5-NS SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER SPACING A5 ;,< �,. �•.�. , '�-" OVER-RUN O + O LABELED ON PLANTING PLAN / ;i f . '•' S ' .} R22 NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR ' R33 GRA55 REMOTE ALL PLASTIC AND WIRE TAGS. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF ' OR.RUN 15 c * REMOVE ALL NON-DEGOMP0516LE CORDS RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY PLAN-SHRUB SPACING -L i_ -+ REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: a 6 �' 5, L l ,fl S o AND BURLAP FROM THE ROOT BALL, IF h_L.t._. cP. ✓, PRESENT. G F SQL° PCBi _:_.. LLL ..t Ll_I F PLANT SET AT ORIGINAL Q 0 v 0 � �' � (n o- a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH ��p G�� i'_L i LI.1 �'`�1 o p � o * DO NOT OUT BURLAP FROM SIDES OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE PLANTING DEPTH , . OF THE ROOT BALL. 0 o a ' f 33� 2`L p�� P��P�' 11 0 o a o � LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE �,•�,¢yn�p. •,rvi;••�M�-3" DEEP SHREDDED BARK MULCH ^� E V Q\,P -. 1 P f , * SET TOP OF ROOT BALL I" ABOVE 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT 4_pH q- ASWAL N °ti5 JD i o o ;t ;j FIN15HED ISRADE. ACROSS ANY PUBLIC RIGHT-OF-WAY. z _ TPLANTING BAGKFILL y1 Pt1` �? - -S / �� OUNTgBLE N h 3 _ r REMOVE ALL ACCUMULATED 501E OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS \" M 254 MULCH FROM THE ROOT GROWN AREA. WHERE SHRUBS ARE PLANTED IN MA55 /' CV� CpNCRE 2 STALLS 9' o , -< to w ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. EXCAVATE ENTIRE PLANTING BED ! , _ -: I ,4. E * c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND CURB 9, 8' REMOVE ALL WIRE BASKETS FROM SECTION + 5 ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 3-H 16'oHD 6-OH BUILDING. JD 40.0 w ''r DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR LS " Jp 3_$5 H < r SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE TYPICAL MASS PLANTING LAYOUT �� "�: e� ;° �1 HOSE PROTECTOR CONDUCTED IN rl BUILDING. NTS BOLLARDS '��4 ^',, PF ENp +qR lk'tY /Pl e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE ' (�P� -� CONCRE r , } t 2 x2 STAKE (5 WAY) LOCATED FULLY(UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY 4 HN BEM PF q,"q aoa a-T�rr CURB BEGIN . - PROPERTY LINE OTHER THAN THE STREET LINE. NOTES: --n d�35,1 o MpUNTABL�URB Ll�. ,� ~1 2 STRANDS NO. I2 GALV. PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 r0' - VER .' �' TE STEEL WIRE (TWIST TO TIGHTEN) �' �i4 1 .• ROOF°p < CONCRE FEET FROM ANY STREET OR PROPERTY LINE. * REMOVE ALL PLASTIC 4 WIRE TAGS �� 1„ _'` LS , '—� i g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOTE ALL PLASTIC CORDS FROM 46 5' 1 "` 3g•1' ' ' �, `' / I_' ^ '!#/ ., EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, TREE BALL, IF PRESENT GB I �,yY, f ( ---'' I,� 1 HOSPITAL,ORPHANAGE OR REST HOME. * IN GROUPINGS OF SHRUBS, EXCAVATE 11 k/ttilf�{1 ); 4 —MULCH TO BE KEPT AWAY FROM AND BAGKFILL ENTIRE SHRUB BED AREA TREE TRUNK w/PREPARED BAGKFILL MIXTURES. o 1 0 � SHREDDED BARK MULCH ® 3" DEPTH 5" DEEP SHREDDED BARK MULCH 501L SUACER TOP "ULCH $ _ o AR ' 11 Ep 2 STORY 1 -, Qw PLANTING BAGKFILL MIXTURE - 'J 1 P�S — UT�50ARIFr ALL Q S II 22 pp op SALE5.& G L5 a _ ROOT BALL I I PLANT N6 BAGK�LL XTTJRE PLANT PIT BULL)TN <Q NEA STORAGE 6515E �EM - — IIIIII �illl� jH GFA-9,EMENT EII 1 EI—II T z GB 1A5PHAL o BAS `i:;,, I 3-JD SIONE$LEND BEGIN NO qR TYP I CAL 5HRUB PLANTI NCG DO NOT EXCAVATE LOWER THAN 1 CONCRE� BALL DIA.00 BALL DEPTH. NT5 N 3 0 11 I CURB cs BALL VIA. X 2 U f, �_ - - o ENGINEER'S CERTIFICATION � N o� 11 'G$ _� — La u o N 4, __---�— 1i . Cq CMF 'r'Yp I G,4L TREE PLr4NT I NG Q z i u a NT5 I HEREBY CERTT FY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL °HD DIRECTION.SYSTEM( BASEDOR IS PROJECT WERE UPON A CAREFUL AD ESIGNED BY ND THOROUGH p D�'R _ �50 S I 78.1 oHD 16 PLA�NTINyGSGHEDULE 5 'N 16 SITE AND GROUNDWATER CONDITIONS,ALL FACIIo-'�"laPROPOSED,i- " - w „ CONFORM TO THE SUFFOLK COUNTY DEPARTMENT'"dS� t`AL` 1H SERVICES, =c CONSTRUCTION STANDARDS IN EFFECT AS OF T(6 At" 19' 11 , F25 1 TREES 1 4 K- o A o QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N UNTA I E DJ :. 5 e 4 `! RB w 0NEBLEN O CRE CUPS o ST 3 AR ACER RUBRUM'RED SUNSET' RED SUNSET RED MAPLE 3"CAL B&B p 0 1 BOLLARDS o R Z' ANTE N -1 -s �o HOWARD W.YOU t L 4 YOUNG,N.Y.S.L.S. 4 NA � L .N 5893 n S 0 � A 3 AP L ' H MAPLE -s SHANTUNG G PAINTED S � 1 C ORWE GIAN SUNSET' AC R TRUN ATUM NE _....E 3 AT � 1 S-I-pRAG 1D � �v � co ............................._ _ THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 3 v' =='==_===_=_ M, 4 GB GINKGO BILOBA GINKGO 3 CAL B&B 1 Co -___________ DOUGLAS E. ADAMS,N.Y.S.P.E.NO,80897 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B 1 1(� m 1 10 5-TALI-5 - . Z 0 8"0 GALV. STEEL PIPE. q 56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. B&B �9,- * FILL W/GONCRETE s ' .: e C7 --- _n SURVEYORS CERTIFICATION N, * PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. cS''i M a>useomw N - 5 SHRUBS '__ - \ _=___==__ N COMMON NAME SIZE ROOT 56-V _ =-____ fit, QTY SYMBOL BOTANICAL NAME _---_ _ n U. BUILD IN - 1J w L = •TABLE EM = A<FY`D 13 BS BUXUS SEMPERVIRENS'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT MpUN 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT 5_ 5 8 OH/ �S LS/ CONCRETE4 1 N ,c � 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT 6UF�ER _ _ - �_ �' +." LK . 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT TRANS IPFPYV.�/LeE.. ;, , ;-• - . = r H \ 18 OH OSMANTHU5 HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT '- D 6 FT. f ''� e� " PROPOSE FLOWERSSTOCKADE FENCE CORNER GUARD PLAN HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 f SYMBOL TYPE SIZE ROOT olb'Soil OF 6 FT•HIGH PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT 581 DOUBLE ROW GREEN GIANT •�-IUJA PLICA�ARBORVITAE) CMF GIAN MAP PREPARED FOR /- (GREEN 10' O C GAPPED W/GONG. PLAN GROWN TO SHED ' PECONIC WATERSPORTS GRASSES &GROUND COVER - or former y TED SYMBOL SEED MIX SEED RATE - / - no' Bohn,Robert G' / - formerl`I b1vC 1 Robert 3Ohn Bohn WATER LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET / - - noW or r`Ses Co • 1 Bohn&Carol Ann N IRRIGATION /_- Quad Ent r ' ip-BO Zoning use R-$D - at Southold, Town of Southold I 8"0 GALV. STEEL PIPE. Suffolk County, New York AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED 1 FILL W/GONGRETE M 1 FIN. GRADE ,T PLANTINGS AND LANDSCAPED AREAS. LANDSCAPE & ALIGNMENT PLAN IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. N PAVEMENT 2 — � I R SURFACE FIN. GRADE GROWN TO County Tax Map District 1000 Section 55 Block 05 Lot 9.1 NOTES CONCRETE HEADER SHED WATER \ PAVEMENT THE APPLICANT'PROPOSES TO: _ SURFACE MAP PREPARED AUG.09,2022 ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20 %OF THE TOTAL Record of Revisions NITROGEN IN THE MIXTURE; ASPHALT �°' ° STONEBLEND 18"(P GONG. FOOTING m REVISION DATE USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT e _ PAVEMENT - GENERAL APPLICATION OF NO MORE THAN 2 LBS.PER DEC.12,2022 1,000 SQUARE FEET PER YEAR; D �t `� MOUNTABLE CONCRETE GENERAL NOV.10 2022 6"x 6" WIRE MESH ° ° °p. MAR.29 2023 CURB 4000 PSI EXPANSION '. I GENERAL e JOINT5 20 O.G. GENERAL MAY 18 2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st REINFORCEMENT . n ' PR COMMENTS JUNE 13 2023 AND APRIL 1st; a CONCRETE CURB 4000 P51 PB COMMENTS 6'5TABILIZED EXPANSION JOINTS 20' O.G. PR COMMENTS JULY 03 2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST 501L BASE <'`, SCDHS NOIA#1 JULY 07 2023 W SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE SOLD NUMBERS. ELEVATION MULTIPLE JULY 14,2023 THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF �8 SCDHS NOIA#2 AUG.16.2023 PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN OCT.03,2023 20 0 10 20 40 60 R 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. CONCRETE HEADER CONCRETE CURB MOUNTAE3LE CONCRETE CURB BOLLARD DETAILS Scale: V = 20' NTS NTS NTS JOB NO. 2022-01:35 DWG.2022_0135_sp2 1 OF 5 1 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITS ' �PJ � FUJIGLEAN (5' MIN FROM ANY �� ,ycj5/ 400 Ostrander Avenue, Riverhead, New York I1g01 DOOR OR WINDOW) �O CEN-SERIES UNIT tel. 651.72-7.2505 fax. 651.72'7.0144 15' 11' - �'�0 ` L `odmin@youngengineering.com n 11 / / . r".°°° 5 / Ibb� / 7 7 7 � 4 PVG ® 4 PVC ® � 2.00% MIN. RISERS 8 GONERS 1.00% MIN. 40 40 40• a INLET ADAPTER 45 OUTLET SOLVENT WITH SAFETY LIDS 40.10 / 4°' ao.o7 40.0 / Q STULB OF 4DEP �SGH DUL HEAVY DUTY AND s 40. 4 P� Howard W. Young, Land Surveyor 2 STORY z MFG BY TUF-TITE OR PRECAST .• 40 PIPE CONNECTED TO g' y LOCKING CAST IRON � / 40.1 Q-�' P 'CO GAPPED VIA 4" SCHEDULE 40 Thomas G. Wol ert, Professional Engineer BUILDING APPROVED EQUAL COVER TO GRADE TOP SLAB .r'' G 40.4T7.J CIF �T FUJI GLEAN GEN UNIT p g co �/ ti� + S jv ADAPTER 4 PLUG OR GAP Douglas E. Adams, Professional Engineer FFEL=40.50 RIM=40.25 OR DOME AMP 6 rr/ o/ 0�Pp�La g g RIM=3q.50 LGAPPED VIA 4 SCHEDULE 40 / ,..1IP� P��a� //4 o p�C�P �o P�,`E- GLEAN-OUT WITH 6 ADAPTER ff PLUG OR GAP Robert G. Test, Architect NG12 �Cv P�� / c I �gS 0�`a SDR35 RISER Robert Stromski, Architect ID 402s IE=56.58 HAIR LINE P� 7 y�7�� , / 4'7� 0� 4 �5 VENT IE=36.11 _ �,O QE D �1(00 c G FUJIGLEAN INLET ADAPTER 45 HEALTH DEPARTMENT USE HOLE IE-56.00 r,/ `� � Pt1`Q / / \ �1 � $ 50ALE: NT5 _ 'C• J `- 51 f CONNECT 3' PVC VENT LINE IE 56.28 Installation Guidance FuJlClean Schedule 40 PVC 45-Degree Inlet Adapter TO VENT HOLE IN OWST SEE DETAIL FOR /� \ �G�e�p �O G o/ OWTS GOMPONENT5 \� �j_ ��`0 40 t / G5� / ASp1-tALT� 38.80 '� 1.The Ful)IClean 45-Degree Inlet Adapter has 4 openings 3 Inlets and 1 outlet.All of these will PROVIDE GLEAN OUT AT N/ ?' �G��Q��C� 39 / accept standard schedule 40 ( ) g { ) ( ) �0 39.95 / s� 2.The top of the inlet adapter has a 6"opening that can be fitted with an 6"SDR riser pipe and cap as a FACE OF BUILDING �. a / _mm� �+ \\\ E1 39.65/ r 40.20 / Z I......I_..• I dean out. `G NQ Q / ABLE 3.Any unused entry ports on the FujlClean inlet adapter shall be capped with a 4"schedule 40 adapter 0 UNT AIR LINE TO BLOWER o �`I`I GPM// / Q�• / -1-�I• MO CURB &plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent ,LFj 40.15 L t- CONCRETE S welded into the adapter port.. \ ,• G G / 4.The Fu!Clean Inlet adapter shall be secured to the FujlClean unit using a 4"Ion stub of 4"schedule 500 GAL. I/A OWTS w 384 23 i 39.90 : . ABLE D #1 1 p s s � / 9. �-� / +38.66 -t--'-€-- MOAN •iNG FjEL DEEP 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush MDL. GEN-5 MFG. BY FUJIGLEAN USA '� / �� / L ' CONIC TE SE:LEACH IA X 7' DE on the FujiClean unit 5 10 D 5.The installer shall ensure that the soil beneath the adapter is backillled and compacted sufficiently to // -' CURB (3)POOL support the bottom of the adapter and prevent any settling or strain on the adapter or Fuj!Clean unit. ,r ED 39.75 1. t-t- 6.Metal fittings,pipe,and raps are NOT to be used for Installation of the adapter. / PROppS ' CB#1•1 50 -'I ` L GRA 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS 5$ G ELEC URIC =39`j0 39• t " ?AVERS c) AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHCR THAN SINGLE-FAMILY / (2VICE GRA _- CE RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 39.70 6 G 39.88 5E IE.35OQ. y �N - OVERRUN SED GAS SERA SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." PROPO 8.The following are Instructions on how to make a solvent weld for attaching piping to the FujlClean inlet BOT=26.00 3940 R adapter fittings. HYDRAUL I G PROFILE ` GRASS P AVE 5& 15 J 40,50 Ln r 10' I /G s "�: 40 53 L_L_L- OVER-RUN 40 9� $ 40 25 0 1.Square pipe ends,chamfer and remove all dirt. 39.59 I_Li 39' 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way Into the adapter.If pipe _ bottoms,it should be snug. 39.3 402$ , L_L _. _' \\, 3.Use a suitable applicator at least the size of the pipe diameter.For larger size pipe systems, SANITARY LEACHING POOL �_L �_L y o vp pp s pp Y �� L L .''_t L L L`._E (RIBUTA y ( 11 y U) ¢ use a natural bristle brush or roller. 314 SFSWA �' 4044 i I-..L.L-L_L.L /�`- UNpAR f 'l 4.Clean pipe and adapter with a listed primer.(Do not use primer on ASS pipe and fittings.Use 40.25 CP m L_L L.t- g0 / fl �) 1• L., / o Clear Cleaner onlyl) 39.83 9 40.19 \ 21 %'` =`�6, o 5.Apply liberal coat of cement to i to the depth of the socket;leave no uncoated surface. 40.00 f I :, r."' n C31 N Q pP Y pipe P 40p2 ( t 4070 -"'= QQ�Q O 6.Apptyathinceatofcementlotheinsideoflheadapter;avoidpuddlingofcement.Puddling DRAINAGE DESIGN CRITERIA & CALCULATIONS 1 p1-IAI- d FIE �zr 7 0 p can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to t 4 fie,g �QE Q 39 77 A ` / 40.20 O 2 12,o � o the pipe. V=A R C P� BLE t O ti Q D ^s 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,rcooat both OUNT 5' ? Ep 40.50 �`� 40.90 40.9 fit 'N -+ � parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF X G C NCRE IN PROp9' Ry 40 00 `�'4 4040 4040 N to 8.Push pipe FULLY Into adapter using a'/.fuming motion until pipe bottoms. TA 40 ej0 tp tjJ 9.Hold pipe and adapter together for 30 seconds to prevent pipe push-out-longer et low SANITARY DESIGN CRITERIA & CALCULATIONS c temperatures.Wiipeoffexcess. NOTE HEAVY DUTY AND I5 R�GC�P BE 38 2+ CU g 00 m TEM _ 16'OHD--� 40.65 a TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL=7.0. -- ' LOCKING CAST IRON TRAFFIC EX TO 40.2 `IS a" COVER TO GRADE N BEARING SLAB 5E gANDONED 39.7 II NLET 1 g'OHD 38.18 3 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times maybe required at A \75 F 45 '-- 40, t 0 temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH SEWAGE DESIGN CRITERIA DER 39• m D R v H McDONALD GEOSCIENCE AIR. ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. W A 39• o n 1 i/15/22 NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) ME-PER \ " ().30 WATER SUPPLY =PUBLIC yr. \ LARD O 40 + 39 N D 41'15 temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 SF OSED gOL u 0,30 ca EN 40.65 MIXED 0.0' considered when determining set up cure times. ALLOWABLE DENSITY=0.8522 AC C�600 GPD/AC =511 GPD ° ` 20" PROW ATER `_ (TVP� TM 40 30 �- CONCRETE SAND h REQUIRED VOLUME TS _ - " ° CURB GIN LOAM ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 =896 C.F. MIN. SERVICE OW p t �, 354~� : :,` BE TABLE 1.0' DENSITY CALCULATION --, o MOUN BROWN ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. 0R.. . . ; CON -�E CURB SILT RETAIL: 2,651 SF @ 0.03 GPD/SF = 80 GPD to (ML) #30 CRE 2 0 TOTAL REQUIRE[) 2/12 x 0.10 = 1,369 C.F. 1Lr a CD STORAGE: 7,000 SF�0.04 GPD/SF = 280 GPD Q O GRA�::35 30 m 1 O. 381, 4 YELLOWISH (� 4 DIA. SDR35 PVG 0 Q IE=35 VENT BROWN PROVIDED VOLUME TOTAL DENSITY = 360 GPD JJ PIPE ® 1.009c MIN. d = w\� 0, t �� `� FINE i0 CAST IRON FRAME 8 COVER USE:LEACHING FIELD#1 U V Zo y�� v, \�\ `� OWER Ir --- �SP� 0000000 GAMPBELL FOUNDRY, PAT. NO. rj __ 0000000 540'7 OR APPROVED EQUAL. (3)POOLS 10' DIA.x7' DEEP = 1,437 C.F. DESIGN CALCULATION N Q D Z v W z r," rt- 8L o -38 ---- PALE BROWN 14.0' /`- D000000 1 +37.94 0000 0 TRIBUTARY AREA#2= 5,451 SF RETAIL: 2,651 SF:@ 0.03 GPD/SF =80 GPD <-I Q � C �' /T fROL 1 1 FINE TO STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD m m v m W ��._...... f CO PANEL +38.4s �/ COARSE _ 0000000 REQUIRED VOLUME \� p 2 STOR (SW) 0000000 ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. TOTAL DENSITY =360 GPD Q 6o ROOF N QOSE I 0000000 4000 PSI PRECAST CONCRETE QRO LES & I 17.0' 0000000 ASPHALT/CONC,: 2,830 S.F.x 2112 x 1.0 =472 C.F. ❑® _ ❑❑ DRAIN +3s.75 \ OAT SA , _ +3 7 NO WATER �p BOX CEMENT MFG. BY SUFFOLK OWN: 1,224 S.F.x 2/12 x 0.10 -= 20 C.F. SYSTEM DESIGN o '� g I1yG a; ,. CEMENT OR APPROVED EQUAL. O CONCRE o AGE;gUIL� J/ `RIgUTARy ENCOUNTERED TAL REQUIRED -725 C.F. REQUIRED OWTS CAPACITY =360 GPD ®❑® #2 STOR� " PROVIDED VOLUME ACHING FIELD HEADER "` 5F pR`7 1 .. PROVIDED OWTS CAPACITY = 500 GPD SE.LE A X 6' DEEP �` �� "�� GFA-9'651 NT gouND �` xJ z 10 U 10 DI q5p{IAL� ~. 5EMF_ USE:LEACHING FIELD#2 LEACHING REQUIRED= 360 GPD/1.5 GPD/SF =240 SFSWA m (2)POOLS o \ NO gA ��\ DRAINAGE PIPE (2) POOLS 10' DIA.x 6' DEEP =821 C.F. LEACHING PROVIDED=10' DIA.x 10' DEEP POOL =314 SFSWA 5TONEgLEND SF&TNI FFEL=40.50 R I N 8 4' 8 HIGHEST EXPECTED GW EL S 40.15 39.95 40.90 CONCRETE \ EXISTING O gE REMOVED / off` 4000 PSI PRECAST CONCRETE TRIBUTARY AREA#3=10,177 SF 0 0 39.90 39.70 CE REQUIRED VOLUME 4040 CURB SERA __ TRAFFIC BEARING TOP SLAB ROOF: 3,193 S.F.x 2/12 x 1.0 = 532 C.F. 6' PENETRATION INTO A VIRGIN N p 40A0 2 �� _ - AS MFG. BY SUFFOLK CEMENT STRATA OF SAND $ GRAVEL w os 75 \ EXIS�NG G - OR APPROVED EQUAL. gUILDIN - ASPHALT/CONC,:447 S.F.x 2/12 x 1.0 =75 C.F. SANITARY LEACHING POOL c zi o _- --v a, TO BE REMOVED��' M 7 °�� 37.92 CMF STONEBLEND: 6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. w 3 ��f o __L-----+39.37 11 26 " LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. NT5 � t°s 37ss a-\` 1 __- FFL 1 TOTAL REQUIRED = 1,690 C.F. -----'�/9 790 i 7g1 16'0HD 16'°HD 11 C-1 4000 P51 PRECAST CONCRETE PROVIDED VOLUME NOTES 0,40 I I 1 0 BOX AS MFG. B' SUFFOLK USE:LEACHING FIELD#3 a .V 40.90 S CEMENT OR APPROVED EQUAL. I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. _ _ 4040 i u (4) POOLS 10' DIA.x 7' DEEP =1,916 C.F. 88 48 /i 1 p$#3 � ' i DRAINAGE PIPE 2. THE DE°16N ENGINEER, FUJ'GLEAN USA REPRESENTATIVE, AND 5GDH5 REPRESENTATIVES SHALL 065ERVE THE INSTALLATION OF THE 39.63 39 tEA KING FIEL DEEP It o j AND EAGHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO Bfi.CKFiLL. N SLE 1 USE i Pool's 10' DIA'X 7 �e 1 0 OWTS L MOUNTA CURB (4y¢00 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT 5UPERVI510N OF A FUJIGLEAN USA REPRESENTATIVE. CONCRE g011 RDS 6, 1 STONEBLEND �."o --4- !2�2 37.os Q, ENGINEER'S CERTIFICATION A ' _ / 1 39.69 _ --- - � 0s 4000 P51 PRECAST CONCRETE 39.55 4V /' �� 11 FFL _ _- cV BOTTOM SLAB W/ SUMP AS I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE ^ O� - A A N SYSTEMS)FOR THIS PROJECT WERE DESIGNED BY ME Er39•30 3a.2o T ' w MFG. BY SUFFOLK CEMENT OR SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A OWTS / / ao ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY GORE. 39.70 cP Q '< DIRECTION.BASED UPON A CAREFUL AND THOROUG Tl1D ' F. i�-r 37 --_ Q p APPROVED EQUAL. REGISTRATION BY THE SGDH5 IN 45 39' I fT1 SITE AND GROUNDWATER CONDITIONS,ALL FACI 39. 12 " . ` - z A PROP SE CONFORM TO THE SUFFOLK COUNTY DEPARTMEN 6P EA H•SERV2CES; 5. ARGHITE'_GT TO VERIFY FINISHED FLOOR ELEVATION(S). +37.46 f _ . dl e 1 W c �2'--I 4 ' CONSTRUCTION STANDARDS IN EFFECT AS OF iS. A'TE:" 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 WITHIN 150' OF THE SUBJECT PROPERTY. "..yam.S' ATE= _n C) G IE=34.07 M NOTE: rl 11t �- I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 9'-0". +37.64 ' 1 .± L2 .� .� 38. 2.DEPTHS GREATER THAN q'-O"SHALL HAVE WIRE FABRIC CONCRETE HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n ~`� �i q F,3��•` �� 3807 REINFORCEMENT 9"x12",I AND 2 MIN.VERTICAL WIRES-12"O.G., I/2'MIN.COVER. "•---- 38.47 OUNTABLE THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 -- CONCRETE CURB - DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 w EXISTING SANI•TARbS TR '(SON BUFFER - - CATCH BASIN 2' x 4' FLUSH GRATE -1/2' VENTILATION PIPE SUCTURE TQ BE ABANDONED c N75 SI CHAMBER Volume(gal) ORREfpQVEDINACCORDAN AN51 N SCUM BAFFLE B SURVEYOR'S CERTIFICATION o QI Sedimentation Chamber 277 WZTN SCbN TANbAR WDF -10 Q Anaerobic Filtration Chamber 278 SED 6 FT' 2'-10 '-7 -o (a Aerobic Contact Filtration Chamber 127 150,00 STO�ADE FENCE },, ' � ••.. M Storage Chamber 63 S ECIRCULATION ® g �� 11 '•,. ,`. t✓ " +_.',. -; AIR LIFT PUMP Disinfection Chamber 4 S81e16 5p W I-I/2 WEARING COURSE © ISINFECTION Total Volume 749 r N - CYLINDER (OPTIONAL) 2-I/2" BINDER COURSE CMF i 4' INLET PI ' OUTLET PIPE SPECIFICATIONS � / 36 68 or{ormerly ` -- ---- A� ® A Anaerobic Media PP/PE Filling Rate 32% - '� - now Robert G. John Bohn, ; . • �< 4'-0 L Board Type Aerobic Media PVC/PP/PE Filling Rate ]6% _ - / prmer1y LC 1 Robert J Ann Bohn DRAINAGE © ° / or f Co.,L 1 n&Caro PIPE � Aerobic Media PP/PE Filling Rate 57/o _ nOW eS $oh _$0 ` ;cti`°�•Q - . .. '•.-'' - 's Blower 2.8 cfm _ / Enterprt R-80 Zontn9 use R HOWARD W.YOUNG, L.S.N 5893 '--EFFLUENT Tank FRP ® AIR LIFT PUMP Zpn ^- INLET BAFFLE -� ® Piping PVC/PP/PE 1 CAST IRON FRAME 6 COVER (� Access Covers Plastic/Cast Iron 1 , ,, GAMPBELL FOUNDRY, PAT. NO. Disinfectant(Optional) Chlorine Tablets 100-7C OR APPROVED EQUAL NOTE: ALL CONDUITS BETWEEN PANEL AND ;;' %?'" ON INSPECTION POOL ONLY. MAP PREPARED FOR RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE �- `- FLOW OPENING (TYP, (CLEANING OPENING) 13 TREATMENT TANK MUST BE SEALED TO PREVENT \ / GAS LEAKAGE INTO PANEL. PRECAST CONCRETE PEC4NIC WATERSPORTS PLAN VIEW 6" RECYCLED CONCRETE TRAFFIC BEARING SLAB AS ISINFECTION a• MANHOLE USOR JNIFI E ALARMOGONTROLTION PANDL MIDL#1045040 BASE COURSE (NYSDOT SPEC) MFC7. BY SUFFOLK OR APPROVED EQUAL.ENT a 18' MANHOLE (TYP} 18' MANHOLE (TYP 24' MANHOLE CTYP CYLINDER (OPTIONAL) at Southold, Town of Southold LOW OPENING CONTROLLER "G" MFG BY SJE RHOMBUS 6 STABILIZED SOIL BASE � _ Suffolk County, New York METER ALARM/CONTROL 2• CARD TYPE INCOMING SERVICE PANEL MDL#1041CI72 ASPHALT PAVEMENT SECTION � CONTACT MEDIA CONTROLLER "A" NT5 GRADING, DRAINAGE UTILITY PLAN t t - MFG BY SJE RHOMBUS o - :_ r DEDICATED 15 AMP BREAKER CONTROL PANEL MOUNTED County Tax Map District 1000 Section 55 Block 05 Lot 9.1 D© N 4"x4" PRESSURE 2' STONE BLEND 120V AG, I C, 60HZ, 15 AMP POWER SUPPLY TREATED WOOD POSTS �\,ROUT iUT AROUND ® # Q D MAP PREPARED AUG.09,2022 5'-5' © 5'-5' ECIRCULATION MAIN 12-2 AWG WITH GND IN I PVC CONDUIT ASSEMBLY Q Record of Revisions SERVICE INSULATED a'-2 PANEL ELEC. CONDUIT AIR WEATHER DRAIN RINGS A5 MFG. REVISION DATE © Z BLOWER RESISTANT PRECAST CONCRETE 4'-4 4_g OWT5 WIRING PER MFG. ENE L NOV 10 2022 BLOWERGENERAL O BY SUFFOLK CEMENT O3 © 3 HARDWIRE I ENGLO5URE '' ❑® OR APPROVED EQUAL. GENERAL .., DEC 12 2022 EROBIC MEDIA GENERAL MAR. 29 2023 _ FIN. GRADE D❑� MAY 18 2023 PR COMMENTS DUNE 13 2023 ®❑® PB COMMENTS DULY 03 2023 ERATION ASSEMBLY ELECTRIC SUPPLY 6" RECYCLED CONCRETE PB COMMENTS JULY 07 2023 _ TO BLOWER BASE COURSE (NYSDOT SPEC) z 10' SCDHS NOIA#1 JULY 14 2023 W SECTION A-A VIEW SECTION B-B VIEW GROUND SJE RHOMBUS MACIOOR FUJIGLEAN TO FUJIGLEAN MULTIPLE AUG. AUG.16 2023 SCDHS OCT.03,2023 CONTROL AIR BLOWER AERATOR OWT5 SPLICE BOX (o STABILIZED SOIL BASE 20 0 10 20 40 60 PANEL AIR LINE TO GW EL LECTRICAL SUPPLY FUJIGLEAN OWTS I/A OWTS MDL. GEN-5 MFG. BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEACHING POOL Scale: 1" = 20' SCALE: NT5 NTS NT5 JOB NO. 2022-0135 DWG.2022_0135_sp2 2 OF 5 r i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LILIES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11�101 LIGHTING FIXTURE SCHEDULE SURFACE WITH tel. 631.727.2505 fax. 651.'72'7.0144 TOP501L d SEED OR SOD , _ � - odmin®youngenglneering.com SYMBOL DESCRIPTION FILL (7RIF,>WITH SHARPTRUGTURE ' ' � • a ��'�`" }n�ty 1'•i'y 28 WATT LED VALUE SERIES SQUARE CONCRETE SAND MFG. BY NL5 LIGHTINGI Mu / I / CAT.NO. M' (VSS-S)-T4-16L-53-27K7-UNV-WM-WHT-AH5 t ( Howard W. Young, Land Surveyor 28 WATT LED VALUE SERIES SQUARE 3" Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Englneer MFG.BY NLS LIGHTING CAT.NO. TYPE HGT. LUMENS L.L.F. C.C.T. QTY. (V55-S)-T4-16L-53-27K7-UNV-WM-BLK-AH5-PC WALL 15' 2,016 1.0 2700 K 6 t om- _ C Q ' Robert tr m s i, Architect Robert Stromskl, Architect y , i '7.4' ! a $ GRASS PAVE UNITS 4.42* '(9 NOTES MFG BY GRAS5PA\/E2 = __ OR APPROVED EQUAL I a LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& 6 STA5ILIZED SOIL SASE ' N PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS +-- ----------- ` o OF OPERATIONS AND COMPLY WITH THE TOWN OF GRASS PAYERS SECTION H SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING ... co NTS HOURS OF OPERATION ' - IN-SEASON 8am-8pm T - " , PATH OF FRONT Installation of Grasspave2 Units PATH } t --,s o � * � �-`� � 10 OFF-SEASON gam-5pm A.Install the Grasspave2 units by placing units with rings facing up, a .'}}"�, ' `, ,A �`' OVERHANG and using pegs and holes provided to maintain proper spacing andrRONT TOTAL LUMENS OF ALL FIXTURES=14,896 tl �, interlock the units.Units can be easily shaped with pruning shears or at'" knife.Units placed on curves and slopes shall be anchored to the 0 base course,using 16d Common nails with fender washer,as required FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 mm(0.25"to 0.5")below the surface of adjacent hard-surface FIN.GR. MIN. MAX. AVG. pavements. t B.Install sand in rings as they are laid in sections by"backdumping" ► it sr• } >r ; 0.00 2.25 0.31 m�1N. TURNING WALL LIGHT directly from a dump truck,or from buckets mounted on tractors, -•� .- .-.--- _ • ..1 _._..... . r._,_...._..y 1 which then exit the site by driving over rings already filled with RADIUS 45' 1 t NTS sand.The sand is then spread laterally from the pile using flat t bottomed shovels and/or wide"asphalt rakes"to fill the rings.A 1 ' NOTES: bristled broom should be used for final"finishing"of the sand. x ? �) t 'Y O i The sand must be"compacted"by using water from hose,irrigation ° a • A.'"ySUPAFi S�`FErIPUC �A!'�GLF heads,or rainfall,with the finish grade no less than the top of rings ,� t and no more then 6 mm(0.2511)above top of rings. R ATH ( � � }�r' I,t"� 28.4� Installation of Grass t * ASSUMED TR ACTOR;TRAILER #DER+R W14EEL , (Choose one paragraph below to meet grass installation method t ANGLE 1S 68.50 desired) ' + C` A-CENTERLINE TURNING A.Install thin sod directly over sand filled rings,filled no higher � t than the top of the rings.Sod strips should be placed with very tight t RADIUS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root t establishment(minimum of 3 weeks).Sodded areas must be t t protected from any traffic,other than emergency vehicles,for a ! period of 3 to 4 weeks,or until the root system has penetrated and t established well below the Grasspave2 units. t • e� �� "+� + + + + B.Install grass seed at rates per grass type.A light"dusting"of + 00 0,00 0,00 0,00 0,00 0, 0 commercial topsoil mix,not to exceed 1/2"(25 mm)can be placed p - 1 "" gym• above the rings and seed mix to aid germination rates.Seeded areas t + + + + + + must be fertilized and kept moist during development of the turf t 0 0,00 0,00 0'00 0.00 010 0100 00 plants. ' Protection t ' (�{+}} <� + + + + + • + + + + + (Choose one paragraph below to match grass installation method.) U,UD 0,0 0,00 0,00 0,00 0,00 0 N 0,00 0,00 0, 1 00 0,00 A.Seeded areas must be protected from any traffic,other than # E emergency vehicles,for a period of 4 to 6 weeks,or until the grass " + + + + + + + + + + is mature to handle traffic. - . k�UU 0 00 0,0 0,00 0,01 0,01 0,01 0,01 0,0 6 ,01 0,0� 0,02 0,02 0, 0,00 B.Sodded areas must be protected from any traffic,other than 1 1 1 1 1 emergency vehicles,for a period of 3 to 4 weeks,or until the root ,- system has penetrated below the Grasspave2 units. + + + + + + + + + + + + + - + + 0,00 0,00 0, 0,01 0,01 0,01 0,02 0,04 0,06 0,08 0112 0,1 0,10 0,0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE SCOURCE: NEW JERSEY TURNPIKE AUTHORITY S + + �- + + + + += ' + + + + + + + + ,00 0,00 0,'01 0, 0,05 07 - 0;17 0.24 0.27 0,31 0,31 0,3 0,18 06 0,01 0.00 0.0 0,00 0.01 �, 0,1 0.45 0,57 0,66 0.65 0.68 0.60 0,49 0,35 0, 5 0.01 / 0.00 0.00 01 0.01 0,02 0,12 0,33 0,50 1,07 1.50 1,06 1,23 1.14 0, 0,35 0,0 0.01 + + + + + + + + + + + + ' 0,00 0,01 0.01 0,01 0,03 0,12 0.32 0 1.41 1,93 2 0,7 .35 + + + + + + ° ° + + ' 0,01 .02 0.04 05 0,04 0,1 0 0, 40 2 ✓ ° "� NN ENGINEER'S CERTIFICATION 0,01 0, 3 0,12 0, 0,31 0,39 0, �, 1,39 - "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL t ROOF O W r' j E / f A SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME t9)J6GR•M '< DIRECTION.BASED UPON A CAREFUL AND THOROUG TUaY�OF.TNt'50L, + + + + + + r / SITE AND GROUNDWATER CONDITIONS,ALL FACT lTE5'A�5 PROPOSED,,� ;R sue. w /�,:' CONFORM TO THE SUFFOLK COUNTY DEPARTMEN OF`HbAL'fH SERVES` 'r'-�� 0,01 0.. 0,14 0.4 0.58 0.89 .67 /' ✓"! , ' ' ,s ® /°'" CONSTRUCTION STANDARDS IN EFFECT AS OF IS DATE:". ! n• `;'.� -1! 001 0,0 016 0,36 0,72 1,24 �� - ��P �• �`! � � � � P. .�• + + + + + + -' 2 STORI► / �`' �- . HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n �• �'� } 0.01 0,01 0,13 0.40 0,81 1,54 PR0?05Ep /' r "� < f �- THOMAS C.WOLPERT,N.Y.5.P.E-NO 61483 + + + + + BOAT SALE PING - DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 4 0,01 014 0,41 72 1,21 1, STORAGE gUIL G F A�9,651 5F + + + + NO BASEMENT ' • SURVEYOR'S CERTIFICATION 0.02 .12 0,44 0 1,3 Y 0,01 013 0,34 0.76 0.99 1.5 w ,^`< `. `,4 f:.• i + + + + 0,01 0, 6 0,32 0,63 1.03 1,62 �L ' / PASS I_ I_ LL AVERS LL i r_ Gy + + + + + + + + + + i is L 0,01 0,0 0.21 0.52 1,00 1,74 ,59 0,23 0,02 0.01 + OVER-RUN L.� � �t t LL �� :J HOWARD W.YOUNGLLL , + + + + + + + + + + + + + + + JL 0,01 15 0, 78 1,56 1, 2 1,33 1,64 1,50 1,80 1,68 1,74 114 068 0,28 0,04 0 01 ASS PAVERS - ' OVER-RUN + + + + + + + + + + + + + + + + 0,02 0, 2 55 1,43 1,67 1,40 1,39 1,35 L39 1.20 1.03 0.73 0, 5 0,37 0,09 01LA MAP PREPARED FOR + + + + + + + + + + + + + + + LLLL -LLB PECONIC WATERSPORTS 0,01 42 0,62 0,89 0,81 0,82 0,95 0,72 0 0 064 39 32 0,17 0,11 02 `_�I_`_I_L�t_LLL „ re� ^_ o�GP at Southold, Town of Southold + + + + + + + + + + + + + / CQ\,P g Suffolk County, New York 0,01 04 , 1 0,18 ,28 0,35 0,38 0,41 0,4 0,3 0, 0, 5 0, 6 12 0,08 0,04 0, 1 N - �'° LI;GHTING & CIRCULATION PLAN + + + + + + + + + + + + + 02 0,02 0,01 0,01 0,0 ® ' 0,01 0, 2 0,02 0,09 013 14 A 0,14 0,12 04 0, County Tax Map District lOOo Section 55 Block 05 Lot 9.1 00 001 003 0, 0,03 0,02 001 0,02 001 001 001 001 001 000 000 000 '� a / MAP PREPARED MAY 18,2023 ' Record of Revisions + + + + + + + + + + + + + + + ag oA ��-�. 0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 0,00 ,�' �a ,:_:. _ _- .. - REVISIONPB COMMENTS DATE + + + + + + + + + + + + + + w 4 q• PR COMMENTS DUNE 13 2023 " A.-"d - JULY 03 2023 jz ° PB COMMENTS JULY 07,2023 0,00 0,00 0,00 0,00 0,00 0,00 00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 sCDHs NOIA#1 JULY 14 2023 MULTIPLE AVG.16,2023 SCDHS NOIA#2 OCT.03 2023 Q+ + 0,00 0,00 000 000 000 000 000 0,00 m 20 0 10 20 40 60 LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN g SCALE: P=20' SCALE: P=20' Scale: As Shown a JOB NO.2022-0135 DWG. 2022_0135_sp2 3 OF 5 A i () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOUAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL CONSTRUCTION NOTES tel. 631.727.2505 fax. 631.12.1.0144 REGUIREMENT5 OF THIS NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT admin®youngengineering.com ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT / � �-31-7� (HMA AND WMA) ITEMS IN THIS CONTRACT GOLD MILL EXISTING PAVEMENT 4 SEAL JOINT I SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. • sJ PG BINDER USE A PG 64H-22 (HI614) MEETING THE REQUIREMENTS OF AA5HTO M 552, STANDARD EXISTING NEN I 5AWCUT EX15TIN67 PAVEMENT AT THE EXISTING TRAVEL 1 SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS PAVEMENT PAVEMENT I LANE LINE FOR ENTIRE LENGTH OF C.PROPOSED CURB 1 / Howard W. Young, Land Surveyor GON5TRUGTION,AND RECONSTRUCT SHOULDER AS SHOWN N Thomas . Wolpert, Professional Engineer CREEP RECOVERY (MSGR), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THI5 i ON PLANS. 1 r Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. PROPOSED I� / MILLING VI SHOULDER TOP I NE MOUNTABLE CONCRETE WHEN TERMONAL BLEW? GRM PG BINDER IS USED, THE FOLLOWING Robert Str SHALL APPLY: ASPHALT 12"MIN. I 4'MIN. CURB TYPE M-100 1O Robert Tast, Architect omski, Architect SHOULD EXTEND 1� J I'-O' OVER �~ CRUMB RUBBER PARTICLES SHALL BE FIRER THAN 330 SIEVE SIZE. EXISTING EXISTING DYED 5TAMPGRETE THE GRM PG SHALL BE STORAGE-STABLE AND HOMOGENEOU5. CONTINUE I j G B ASPHALT SLOPE 1.`50% PAVEMENT EXISTING � .�---- THE DYNAMIC SHEAR F:HEOMETER (DSR) SHALL BE SET AT 2-mm GAP. SLOPE I/4"-3/4"/FT. / r j� r 11,11100, THE GRM PG BINDER SHALL BE 99% FREE OF PARTICLES RETAINED ON THE 600 um SIEVE --~ i ,r% :-: °:` e;"• : •; �'� �//�\%%�%j�//i g� �• ' AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 552. / O � PJ, USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS �/\ �'" r s 0� PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING // I ,. G �O �CQ , to 0'S COMPONENT, LIMESTONE AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR BASE I \r I .;g' �� RECYCLED ASPHALT PAVEMENT (RAP) TI-AT INCLUDES ANY LIMESTONE. THI5 PROHIBITION <`,• OFFSET / a� °'V ✓ ,x� O MOD)ALSO APPLIES TO THE USE OF PPA A5 A GR055-LINKING AGENT FOR POLYMER SNOW STORAGE AREA r-ONGRETE SIDEWALK AREA Gj MODIFICATION. NOTE: S /// < ,A FJ�� '.� 30"x30"P54 >°. 440410 40.07 / 2 TOP COURSE / j POF � � 9.' MIX DESIGN I. E5AL = 7.4 MILLION. 48 40 40.o Q THE MIXTURE DE51GN5 MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4" BINDER COURSE P�� PJ�. A NOT IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC, LEVEL OF < 50 BY REGIONAL PERMIT ENG. TO Q 40'1 4o.41✓J`� GAP 6� MILLION ESAL'S. 8" (3 LIFTS) IN AREAS WITH 6" BASE COURSE (IN TWO 5" LAYERS) HIGH TRUCK TRAFFIC 6" 5U55A5E �'/ P� �,0� �`P C4 �( TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS �,P�� P�ygL��P� ASPHALT PAVEMENT CONSTRUCTION 5 :. 5 o a A 40.26 Al I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL / �� PN�� 39•96 c A6.95 AGO G�� DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT IS CONCRETE, CONCRETE O�� 1 / 70 WIDENING MUST BE USED. WHERE THE EXI5TING PAVEMENT 15 COMPOSITE, A COMPOSITE SECTION �� POF ��` CIQ �Q -"\ Ri-1 WIDENING MUST BE CONSTRUCTED. �iURB, SIDEWALK ASPHALT PAVEMENT GONSTRUGTION / �/ P��QQP�OE'.. �� v�pP 4 4 / 4°.76 c 30"x30" 2. WHERE THE EXI5TIN6 PAVEMENT OR055-SLOPE 15 DIFFERENT FROM 1/4" PER FOOT, THE (WITHIN COUNTY RIGHT 01= WAY) �,GRo��° �c �, q°.51 STOP PROP05ED PAVEMENT SLOPE SHALL MATCH THE EXI5TING PROVIDED THE SLOPE WILL BE �\ y'� E� 40,1 / t5 / o, ASpNpLY l 38.80 3/16"/FT. MINIMUM AND 3/S"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NTS �,� X � � 3 /OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS GRO55-SLOPE MAY '. �0� 39.'6 / R5 Q1 39�G - • 40.20 TABLE BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. 3 30x 0' Q M � �� RP Q ,! �` p1 i/ `i� � ' MOUNTABLE DO N T NG��6 I ' 'L�/ 0.15 _LWLI CON-9 EN 3 .2''/ �O Vie 39.90 LL OUN ABLE 3 R' / +38.66 6N J�D L LLL M C TE -\OLt._L CAN T'MAX. O�GF��ti PNG PRopp5ED 39 50 L GRAS5UR6 I 2„ OJE�� m ELECIC "PAVERS c SERVICE „ Tj N OVER-RUN SERVICE _ ^ 397(0 t w• - I PROPOSED GAS r A 39• 5PAVERS C + .L'�L "GRAS UN 4015 ;. 40.50 Ln Z .`N� Z v� / 8 L g0.53 <.._1...t OVER 90 ;x I 40.25 0 W a ��^ 2 W 39 39 40.28 _L_( 39.90 9 L > E �, Q U �' �� L .L. .;-LLLLLLL \ j } a Q FA.': a n 44 L _LL!LL p 0 1, Ln tZ ;, H g0.25 CP q0. m U.t_L_L€_ 1 _._ \ J a o a•. ya. 3s.a3 O oo '� 40.19 \ 2�/'1 �� - N \ ;± 4 F� o W \'��/� � /'/Q�1 49,0� A PNpLY i FE -�0 20 w m \ �jr1�J PMP �,a 3OUNTABLE m P r 40.5040 ° 40.9° G 9 m= ` j \ \ / G C� C NCRE 51N PROP�'SED 4000 gpg0 4040 m LA u 41NG WAR 38 2+ C 1m Sp`�ATTAM 40.90 W EXI ERV,CE TO BE 4 40 20 hY S ' 16'oHo 40.65 S ABANDONED \3970 I NLEj } 16'oHo 38.18 CAST-IN-PLACE CONCRETE CURB R 3975 m F pa ER45 40' N TYPE M-100 M R 39 A T (MOUNTABLE CURB WITHOUT CURB ANCHOR) \ O p 30 39 w END AO.5 ARb 40.3 + NTS PRQw A R BOLL 40.310 Q CON 40.65 CRE GRADE BREAK TO BACK OF CURB CURB ITYPJ SERVICE I OWTS p - �r.a`":':,ai: CURB gEGINmolot4TABLE -- LESS THAN 5'-0 ) �, CONS ETE CURB 24" YIN. m 1 . `p' .. . .. m O :� -• k\ ~ ER I LOW 1 ---- _ ::E B OD . i B --38---- 3 ',;,;;:; ;,{{r:p,,riiU'�:• a�° - ii< ON�OL +37.94 0 -� -DROP CURB - C O w -� p ANEL \ +38.48 GRADE BREAK' > ':,...:.:;., O AT BOTTOM OF RAMP ONE CORNER OF DETECTABLE + + + TRUNCATED DOME DIMENSIONS p `� O SED 2 STOR WARNING SURFACE LOCATED DIM. MM.(N) MAX. (IN) N PROP & I AT BACK OF CURB cn \ AT SALES +3 . 7 DETECTABLE WARNING A B A l.6" 2.4" - SURFACE PLACEMENT OPTION 2 B 0.65" 1.5" i/�' MAX, j�° +38.7s p � B GE BVI�pI►`�G ,,- ,,\ _____ '' COn> \vzl 6515f �� ENGINEER'S CERTIFICATION C 56 - 65% OF 0 DIMD o.9" t.4" J "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL ASPHA 1 GF A'9 ENT O STONE BLEND BEGIN N FFEL=40.50R N SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR C7NDER111 SEE SHEET 3 OF 9 PLAN `I� 5 0 39 90 39'9 p 4p.90 CONCRE \ EXISTIN TO gE REMOVED SITE AND G OUNDWATER CONDITIONS,ALLDIRECTION.BASED UPON A CAREFUL AND FACILtn,ACILtn, ES,ROUGH A5oRa SEb �" CONFORM TO THE SUFFOLK COUNTY DEPARTMEN Of'HE�ALTH SERVICES"� 1 4 FOR RAMP SIDE OPTIONS � N � 397 40 A0 CURB SERVICE `A P. K Q T 40 00 / _ \ SlOE��pM SIDE FLARE ITYPJ C O.2" 1/4* _1 " 2 v, o -RNG 2 /� _ _ CONSTRUCTION STANDARDS IN EFFECT AS OF TNTS"DATA. \ STORY BALDING Y: i „ ' i /z MAX. 1 "�`_•,._ �• 39.75 7: o cMF BUFFER ZONE- �� (SEE NOTE 23) r f-�'• -- -"` t9 yps 4e E REMOVED '' _ TO B 1 __ 37.92 ___L-----+39.37 SECTION E E 03 fl /��/37.99 p\-` �� -- _ FFL 1 ' 781' oHD I H ARD W.YOUNG,N.Y.S.L.S.N0.45893n c VERTICAL SURFACE DISCONTINUITIES ` DETECTABLE WARNING SURFACE (DWS) 16 11 o DOUGLA C.WOAMS, N.Y.S.N,Y.S.P.E.NO.61483 y \ NOTE 6 ON SHEET 1 OF 9 °AO DOUGLAS E.ADA S P.E. SEE O �' •.•�`"• .. 40.90 •� ' S M N.Y.S. NO.80897 RAMP \` °ss��j � ) \ TRUNCATED DONE DETAILS /' _ 4040 a SEE DETECTABLE WARNING ��CLEAR SPACE 39.63 39 4s /� I ' II y 0 i PLACEMENT DETAILS ON SHEET 2 OF 9 (SEE NOTE 29) 39 _ - 1 I p p. � CURB RAMP DETAILS N 2� ' I ' � NI a MOUCRE E CURB i� ', ; 37.os t9 SURVEYOR S CERTIFICATION i STONEBLEND z THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL O CON BOLLARpS i 1 __ _--L3T�i2 i CURB RAMP CONFIGURATION: TYPE 1 CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF 'I 39.69 -___ - _ U1 % - O-S y _ TRANSPORTATION NYSDO REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. 39.55 i ) FFL AC N ( 39•30 ' ' ' 38.20 -+---- Nc1l 39'70 39.37 i �\ l�� i cP I O o m-< 39.45 i 39 AZ +37.46 o 15 /�-�� C' C�`'L3'- '•-1k 1.. 6 .. -.: +37 4 �►-- 3S.32 a <, ��osEwote 39. = 38.07 HOWARD W.YOUNG, N0. 893 39. MOUNTABL�URB _. CONCRETE STEP 3 " "a 1 r^ - ARC TANGENT �� EXISTING SANITARY B� IFFER _ SEE jag.1 `, POINT (TYP.l pjE ABANDONED w� T-r1ON lJ _ _ �� MAP PREPARED FOR Co S OR REMOVED IN ACCORDANT -fQ A►vSl " STEP 2 __` _ WI-TH SC DNS STANDARDS 35 75 - -- - ---------- ----- ' --- -- -- -------- --- STEP 4 �- Rya /~ 15O•QO' PROPOSED 6 FT' CONIC WATERSPORTS o STEP 5-� oltt g ` ''' RADIUS - "R" 1 STOCKAbE FENC at Southold, Town of Southold -_ 01 1 016 50 W Suffolk County, New York RADIUS = "R" STEP 6 1 1 S81 1 (SEE TABLE 6) c 1 CORNER CORNER t DRIVEWAY ARC TANGENT N r^1 ANGLE ANGLE OPENING POINT tTYPJ 3CMF 6.68 N 0' OUT IN LIMIT (TYPI -rY - ` ' / or formerly COUNTY ROAb IMPROVEMENT PLAN O HIGHWAY EDGE / ' now t G• SHOULDER WIDTH ,' - - -- ,� - - - - - � 1 � Rober o (SEE NOTE 19) OUTSIDE EDGE OF y1 Z OF PAVEMENT / ohm, TRAVEL LANE `" _ {ormer\l LC ( Robert John B Bohn County Tax Map District lOOO Section 55 Block 05 Lot 9.1 -- -� ---- - - - - - -1 - P- ---- - - ��- - � � +noW °r ris Co., ' Bohn&Carol Ann 80 OFFSET LINE X. DRIVEWAY / ' ' ' QUOd rater?use B� On(ng MAP PREPARED use R' "OUT IN OFFSET _ - �Oning MAR.29,2023 TRAVEL LANE WIDTH 11' DIRECTION OF TRAVEL INTERSECTION POINTS 1 Recor o Revisions I REVISION DATE i DESIGN ELEMENT TOLERANCES PR COMMENTS JUNE 13 2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) 1DESIGN AND 1 ELEMENT LAYOUT LIMITED L AC�TANCE PR COMMENTS JULY 03 2023 DULY 07 2023 RADIUS LAYOUT I SIDEWALK CROSS SLOPE - SEE NOTE 12 1.5% MAX. 2.0% MAX. SCDNS NOIA#1 JULY 14 2023 VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING SLOPE)- SEE NOTE it 4.5% MAX. 5.0% MAX. MULTIPLE AUG.16 2023 TOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7, RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE)- SEE NOTE 21 7.5% MAX. 8.3% MAX. SCDNS NOIA#2 OCT.03 2023 BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE 7 4.5% MAX. 5.0% MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. w FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE "CRITICAL ELEMENTS FOR THE DESIGN,LAYOUT, DRIVEWAY DETAIL AND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) Scale: 1° = 20' REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO.2022-0135 DWG. 2022_0135_sp2 4 OF 5 A I (1)UNAUTHORIZED RI ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED TE HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOtJAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5'n d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.72"1.2503 fax. 631.727.0144 admin®youngenglneering.com 50' yy YiY � MIN. EXISTING STONE PAVEMENT 2' EXISTING / r,/ ��ti Howard W. Young, Land Surveyor GROUND S.� PAVEMENT 0 Thomas G Wolpert, Professional Engineer � Douglas E. Adams, Professional Engineer z MOUNTABLE BERM / 4(1.40 40' 40.07 / Robert G. Tast, Architect �' �' g010 + 40.0 � � Robert 5tromski, Architect FILTER CLOTH (OPTIONAL) / ,a0d5 40 40.OQ QP�e��c o IF 40.1 40.4T1.�� G�P�0 �T PROFILEc��1 1 r ox ++ PAPS 50' -I �' /�- �'� GO ��p�,P�` 4026 '� j ��5i ry DRAINAGE DESIGN CRIB ERIA & CALCULATIONS MIN. T �' � �pP� �� 39�t'`+/ 1�1 40.95 �O�G �' V=A R C WASHRAGK N z r �(��`\_ QO �1 �%b 40.7 w A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF (OPTIONAL) - /' Q "\` ` t V " �� p P �� / 76 w E NOTE . . ✓ � � C� p. pe 4 4 40 e. O v HIGHEST EXPECTED GROUND WATER EL=7.0. O G OWN tip* �'. 40.51 x i w... EXISTING 4c>.13 / cy� pSpNALT 38.80 5 ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. GENERAL POLLUTION CONTROL MEASURES EXISTING ti' C3 'GOP.t? E" PAVEMENT 95, N IBUTARY AREA#1=9,903 SF GROUNDA6Gi�i1;GATE; 39• J -.nx"i. .• .W .•::.,.4'. .pl .r ,,�--° �l 39.65 i 40.20 : ,_.4„J -; , _ TABLE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL I I, 0 UN REQUIRED VOLUME CURB STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND 4015 i ;._j CONCRETE `� ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 = 896 C.F. �C + 3'Z CjIL'r q0 _ `_ SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE +3s.s +38.66 G� 39 - ` ! MOUgTA-�E E CNIN�'f-IF DEEp FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. I I PLAN �' - + r L: CRE EA X 7 LAWN: 1,881 S.F.x 2/12 x 0.10 =31 C.F. �,,." + + l / _f:_iW' 1 C�RB ��POOL510 DTA 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY TOTAL REQUIRED = 1,369 C.F. �/✓ ,.+ i` 3975 - `- - INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS DRAINAGE TO SEDIMENT + / CB#11 50 GRA55 ) PROVIDED VOLUME ��7$ 39. AND SHALL REMAIN UNDISTURBED. TRAPPING DEVICE ��s.5 GRATE.39.50 pAVERS USE:LEACHING FIELD#1 SEE NOTE 8 3970 6 39. IE.35.04 Tµ OVER-RUN 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. 39A0 s.4s < {; �� EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE # \ €.." RA55 pAVERS 5 i` if 40.50 EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED TRIBUTARY AREA#2=5,451 SF i L G R^RUN 40.1 40 25 o THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES REQUIRED VOLUME CONSTRUCTION NOTES s 0. 1' L1 OVE 39•g0 TEST HOLE DATA SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. 39'S9 + t_Ll_ `-' 39.3 0. `- 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 - -'•� - I „ McDONALD GEOSCIENCE RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS ASPHALT/CONC.: 2,830 S.F.x 2112 x 1.0 =472 C.F. W` `v� ```- ` � /^� a" TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT LAWN: 1,224 S.F.x 2112 x 0.10 = 20 C.F. 5. OTHICKN MINIMUM-NOT LESSTHAN 6". '/ 4 '-I_ .L E: L� jr yg+ " i` O 11/15/22 25 I „r� W SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR TOTAL REQUIRED = 725 C.F. 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRE55 OR 39.83 40' Q E6RE55 OCCURS. 4000 ` Q p o CL 0 MIXED 0.0' IMPLEMENTED WITHIN SEVEN DAYS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. /Q�, ASpNALT ` L 40.7 O Py�0 G �-t. SAND& PROVIDED VOLUME 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD AONSTRUGTION . 40•Z O Z LOAM 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED USE:LEACHING FIELD#2 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A �Q O ti ti O D 1.0' MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. �� P T r Q 40.90 a -s I BROWN TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. -0 0 AO.50 Q' 40.9() m vs h 3 7. MAINTENANCE-THE ENTRANCE 5HALL BE MAINTAINED IN A CONDITION WHICH WILL CIO E %0: 4OA0 tp w tp SILT CLEARED SLOPES. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RI6HT5-OF-WAY.ALL SEDIMENT ON�j O 0 40�0 40AO SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RI6HT5-OF-WAY MUST BE REMOVED G U 40.90 � 'TJ� (ML) 2 0' TRIBUTARY AREA#3=10,177 SF IMMEDIATELY. r �jl'1-OUT38.82+ p.?0 s 40.65 a YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO REQUIRED VOLUME D. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T) 70 +38.18 BROWN ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. CALENDAR DAYS. 5II•T �� 39 FINE ROOF: 3,193 S.F.x 2/12 x 1.0 = 532 C.F. 1 75 SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. `°� (sP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE BjyCi� 39.50 INLET TIDN STONEBLEND:6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. t` 4().30 �' G 14.0' MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. STJ�BI L I ZED CONSTRUCTION ENTRANCE �-r BOLLARDS 0 40 3� p 30+ .39 �'� END A�65 PANE BROWN LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. NT5 Is-off (TYp) 40 30 T _ COPICRE e COARSE 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO TOTAL REQUIRED = 1,690 G.F. BEGIN SAND PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME P�OTEGTI _ -a• ."cs; CUR MOUNTABLE (sw) ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 GOOF OVER_;' ,h. "` CONCRETE CURB 17.0' SITE IS PERMANENTLY STABILIZED. CB#21 1 NO WATER (4)POOLS 10' DIA.x 7' DEEP =1,916 C.F. GRA E 35 3p b I. .j. g. ENCOUNTERED 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-SITE Z r � _ SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF _ APPROPRIATE INLET PROTECTION. 0CA - I - '---38------- c71 +37.94 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING USE DANDY BAG w `. Ate/` +38.48 CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND SEDIMENT CONTROL DEVICE o 2 STORK MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 AS MFG BY DANDY PRODUCTS ROOF ROppSED I MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND OR APPROVED EQUAL ,.,\ DRAIN p OAT SAI-ES & I + .67 SIFT CONSTRUCTION DEBRIS. %~ +38.75 B gvILDII�G 5-tOR ��f �� B1�IGB 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL `` G FIELD#2 _- µFADER GF A-9,6515E REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY USE,LEACµ1 ,c 6 DEEp SEMEN STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS GRATE COMPLETELY 10 D ASPHALT " T COVERED BY (Z�POOLS TONEBLEND GIP► No BAL=40.50 N SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL HIGH-FLOW FABRIC BE CLEANED AND FLUSHED AS NECESSARY. -1 40.15 539.95 0 CONCRETE // 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 0 0 39.9 39.70 _ PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR o C � 0 � 40 00 ��q0 CURB � �� c3� �, ti 0s V 3975 _ PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE °` NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND PLAN FLUSH INLET `-�PpgY 7 °+� 3�92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF N 3 �PIL +39.37 BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET n 37.99 FFL 5T�G- - i PROTECTION DEVICES. USE DANDY BAG 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL SEDIMENT CONTROL DEVICE '� J 40 - 1 0 ;; 40. �. .; 4p.90 s s LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND AS MFG BY DANDY PRODUGT5 AOR APPROVED EQUAL � � �� 40A0 c� DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 39.88 39.48� i� FIELD#3 k ' SEWER AND SEPTIC SYSTEM REGULATIONS. 39.63N USE i�EAC 0 DIA.x 7' DEEP ti ''� o p 0 I 0 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS PERMITTED AT THE PAVEMENT p CURB +� ��y¢OOLS STONEBLEND a y SURFACE O CON BOLLARDS , +3T�2 37.os C Q. o DESIGNATED AREA. FLUSH FFL69 ' f�-1 3 UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS INLET 39 55 O� `I + + --t. -` 7� N RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 3970 39'30 37 2 \ 3s.2o -. \ � - I O o o '� CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND 39A5 39 12 �� n �', - m REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS 39' ;-� .. .N Z NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. +37.46 ;„ ` p THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE SECTION `. ' O CB31 C SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION - 38107 -f1 (, A .3407 m ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE <: . J A APPROPRIATE. FLUSH INLET PROTECTION +37.64, 38 32 , NT5 39. 2 07 ENGINEERS CERTIFICATION 38' 7 MOUNTABLE g "I HEREBY CERTIFY THAT THE WATER SVPPLY(S)AND/OR SEWAGE DISPOSAL -- �" CONCRETE CUR SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME ORVKDERI�IY� _ SI-CION guE�ER ,r - - DIRECTION.BASED UPON A CAREFUL AND THOROUGH 3`TUDY"OF`I7 rE'&L, INI:-B - SITE AND GROUNDWATER CONDITIONS,ALL FACILt,#n..,-ASPROPOSED;) G-r10,9 CONFORM TO THE SUFFOLK COUNTY DEPARTMEN QF'HEALTH SERVICES" '.�°', -BAN p 0'fB 35 75 CONSTRUCTION STANDARDS IN EFFECT AS OF T0f5 DATE." N N HAY BALE C>11-T BERM SAND BAG �ENGE �50 00� pR0po5 DE FENCE V} f COMPACTED STO - o , BACKF I LL WOOD FRAME a SECURELY 5g1 16 50 W HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n \J<'`.� �1 ,U�, �„�',i• PLASTIC FASTENED AROUND THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ,- - LINER ENTIRE PERIMETER -' CMF DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 now or formerly ert 6• `mm WOVEN WIRE FENCE mer�Y 1 R ert ohn Bohn E 0 i- w or for Go �1, 1 ° &�Qrol Ann SECTION A-A SECTION B-B /- no erpr%Ses B0 Bohn use R,80 FILTER CLOTH MAP PR PARED FOR LATH AND FLAGGING '' QuQaZo useR, I Zontng = PECONIC WATERSPORTS ON THREE 51DE5 TOP OF BERM FIR FRAME LOCK 11 SAND BAG UNDISTURBED � DISTURBED AREA FLOW AREA at Southold, Town of Southold E Suffolk County, New YorIF 0 ® - ® SECTION EROSION & SEDIMENT CONTROL PLAN HAY BALE ° ® WOVEN WIRE FENCE County Tax Map District 1000 Section 55 Block 05 Lot 9.1 0 1 ON 3 SLOPE 8.00' PLASTIC MAX. MAP PREPARED AUG. 16,2023 a LINER A A � B Q -- --� -- ® --�' CONSTRUCT SILT FENCE Record of Revisions L- AROUND ENTIRE PERIMETER ::. FILTER REVISION DATE OF 5700KPILE X '_j4 CLOTH OCT.03,2023 SCDHS NOIA#2 CONSTRUCTION NOTES ® ® ® STOCKPILE �_ I.PROTECTION OP STOCKPILES 15 A YEAR-ROUND REQUIREMENT. - GRADE 2.STOCKPILE SHALL BE LOCATED A MINIMUM OF 50 FT.FROM CONCENTRATED STORMWATER FLOWS,AND INLETS. 3. WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES "BELOW GRADE" PLAN "ABOVE GRADE" PLAN AS APPROPRIATE. �'"' •-�."-.'-: :` ,' 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS DIRECTED BY ENGINEER. ELEVATION w 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGHS a ONE-THIRD(1/3) OF THE BARRIER HEIGHT. = Z 20 0 10 20 40 60 CONCRETE YSIA5HOUT TEMPORARY STOCKPILE SILT FENCE NT5 NT5 NT5 Scale; 1" = 20' JOB NO.2022-0135 DWG. 2022_0135-sp2 5 OF 5 I i 1��, / . P R ED . . .�_ .. . i.I P1 AN I V1 01-11", 0S S architecture .c. at P.O.BOX I254 JAMESPORT,NY J I947 -, O yy�1 {;�:,`,,,."•, PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY RCAF 48 , SOU] YORKLA � 1� C 00. , O Imo. i ! • '">:' y �, PROMTY INFORMATION: INFORMATION TAKEN FROM SURVEY DONE BY NAT14AN TAFT Q ' COR>qIN III DATED II-17-2021 ;•'••,: • eP / �� T07+1_ AREA - 37,123 SQUARE FEET (0.852 ACRES) ` TOTAL LANDSCAPE AREA - 12,996 SQUARE FEET %/ 3 - 35007 100% - -. ----------- . :------------------------- - - - - GJ�� / , , = . X = 35% e / // 0 12 9 37 12 Proposed Site Plan For: O in m TOTAL BUILDING FOOTPRINT - 8,910.5 SQUARE FEET 7,535.4/ 37,123 = .2029 X 100% = 20.29% Ic Water Sports � � b a' I b ' Z j LINE OF SETBACKS OF `e I BUILDING ENVELOPE \ O CIII ' LINE OF STORAGE AREA ABOVE-------- (A.� OI - - - - - - �- - - - - - MARINE STORAGE AREA IST FLOOR- - - - -' - - - -- --- --- -- - - - - - - - - _ -- - - - 0 ��•_ � 46770 County Road 48 G ( ) r Southold, New York 76 '-4" X 51'-10"+/- I S.C.T.M.#I000-55-5-9.I 1 REVISIONS MARINE STORAGE AREA 2ND FLOOR 5. I LOADING BERTH iZ 2 O AREA n cZ 1 1 , p OI O I - 1 O I -- _ 1 i 1 I W I O I � 1 I I 1 I I - , x I 1 I ' PROPOSED 7,405 SQ.FT. j C (NOT INCLUDING 2ND ; I STORY STORAGE) O N ENIS BATHR00 fi S ATH 0 Y_ n Y_ n n Y n 1 ; _ I 13 O X 9 � ; �I 11Y_2 X 9-0 OI SCE O MARINE SALES I$ SERVICE AREA OFFICE/BULLPEN SALES AREA O�'E. E FWCE 38'-2" X 51'-4"+/- Y " Y " 5 LOCATED ; STOCKAO I V 12-0 +/- X 25-10 +/- \ SPOT O \ INRDE 8U1Lb "'r, u" CONC. MOH CoNfRENCE ROOM .I O '43'-7" X-_ 11'-2"+/-'T VESTIBULE y O ll'-8" X T-O" j �I ' SEAL 1 - DUMP'TER APPROXIMATE FRONT YARD SETBACK OF _O ENCLOWRE y �"' ADJACENT -----PROPERTIES: --- hj 46850 COUNTY RD 48 - 68'± _... __- ------------------- SaRC�J RO.+ 46520 COUNTY RD 48 - 60'± tn I ❑ ❑ ❑ ❑ 46455 COUNTY RD 48 - 50'± to - 47055 COUNTY RD 48 - 48'± ¢� I I • 02916E O OF NE S OF I OF SE�AGK -— Copyright 2022.STRONISKI architecture, c All rights I I UILD S reserved.The Architect reserves the right to reproduce this I UBE ING ENVELOPE s { n design in its enrirety or any portion thereof.Unauthorized T Un alteration of these documents is a violation of the New York I I I I I I I I State Education Law.These drawings and specifications are I I i " an instrument of service and am the property of the Architect. , I I 4-0 OFFSET FROM These drawings and specifications are not to be used on any PROPERTY LINE TO other project,except by written permission of the Architect. I CURB FOR PARKING I PROJECT NO. 2I-AR049 ticJP` �QC�,QE � SCALE As Noted DATE 05/09/2022 � SP-I Proposed dPLAN Scale: I/I6" = I'-0° p PE 0 DRAWN BY RS CHECKED BY RS r� N O 0 �150.00 TITLE PARKING IN CALCULATION: �m � '"' � D Proposed -MARINE RETAIL SPACE: 3,015 s�a.FT CE � I AIL AS PER NYS BUILDING CODE: K F D BROKEN SPACE REQUIRED FOR RETAIL I PARKING SPACE PER 250 SQUARE FEET. CNp� vN CO NC. MOH. 81016950 1 0 G �O YY TOWN OF cG DEPT Site Plan 3,015/250=12.0 OR 12 PARKING SPACES U 1 V -CX1THOLD -STORAGE SPACE 1`T FLOOR): 3,780 5Q.FT N/O F B OgN SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: I PARKING SPACE PER 1,000 SQUARE FEET. 4,044/1,000=4.0 OR 4 PARKING SPACES 0 F o., LLC ROBE ETFZTOrr1- BORN N -STORAGE SPACE (2ND FLOOR): 2,825 5Q.FT N/R Sr+,"S r' ROAROL ANN BOH SPACE REQUIRNG ED FOR PER STORAGE SQUARE PER NYS BUILDING CODE: D ENTERp MAP S & SHEET 3,058/I,DOO=3.0 OR 3 PARKING SPACES T. QUA DOM] �O11VIM0N 1 SITE PLAN TOTAL PARKING SPACES REQUIRED: 19 (;SOUT110 K 19, 2002 SP-I Proposed Scale: I/I6" = I'-0" 1CSIP - 1 I i _ I w z IIIII I:IIII,iiIII:III -I .-IIIII;:II I Ii IiiII III II iIII IIIIIIII I ❑��I III I I IIIIIII(I IIIIIIIIIIII IIII IIIIII�II IIIIII III [IIIIIIIIIIIIII ]IIIIIII ;IIIII III i;II IIIIIIIII I--�jIII-IIIIIIIIIIII 'I iiiIjIII II --�- -II l IiiIIIi -IIIII IIIiII�IIIIIIIIIII I -- IIIIIIII'IIII�II IIIIiI;IIIIIj 'lI',''�,iIIIiIIiIIIII I i IIIIIIIIIIIII IIIIIIIIIIIIIIII I II II�iIIIIIIIIIIIIIIII III III I I I III IIIIIiI IIIIIIi II I IIIIIIII!IIIIIIIIIII I III IIIIIIIII I::IIIIIIIIIIiI I IIIIIiII�II, II IIII, IIIIII �III I III�IIIIII iIII iIIIIIIIIIIIIIIIIII I II III IIIII III 'IiI II II II�I i1II�iIIIIII ;IIIII IIIIII IIIiII I I IIII IIII IIII�I�III�.I�i' I IiIIiIIIIIIIIIi:Ii IIII�!I 'I IIIIIIIIIII ',iIIII I:IIIiiiIi IIIiiI IIIIII: 'I IiIIIIIIII IIiIIIIIII I iII I II IIIiI i II III I II II II� �IIIIIIIII I iIIIII�IIII isI.II II II IIIIIII '.. IiI IIIIIII .I IIIII : , IIIIII I IIiiIiIiiiIIII iiIIII OOOOOOCOOOOOCOOOO4I 6 7 ir,7jr& ' �30 , t . ,a oo,Jr c Euic;r. :r .ce h.. n. i� �t�N ' ef.� �. c' ;�. ,. ts , 'ut,"� `o r�n�r e•f �a.., �w �d.. p. .` 4c°- a, F . P.O.BOX I254 JAMESPO: 8 1R ,T ,N Y I I 9 4 7 PHONE(63I)779-2832 FAX(631)779-283 346770 COUNTY ROAD 48 , SOU'"H D NEWYORK Proposed Site Plan For: Peconic Water Sports Southold, New York S C T M #I000-55-5-9.I REVISIONS - LJ PROPOSED FRONT ELEVATION sale: 1/8° V-0° PROPOSED RIGHT SIDE ELEVATION scale: 1/8" V-0" A-1 SEAL -�q[-.D fi n Copyright: 2022.STROMSKI architecture•P.c.All rights reserved.TheArchitocr reserves the right to reproduce this design in its entirety oranY Portion thereof.Unauthorized alteration of these documents is violation ofthe New York Stare Education Law.These drawings and specifications are an instrumentof service and are the propertyof the Architect. These drawingsspecifications az not to be used on any other project,except � written Permission ofthe Architect O. 21-A 049 As Note DATE I OS 092022 DRAWNBY RS CHECKED BY RS TITLE PROPOSED REAR ELEVATION Scale: IN V-0" PROPOSED LEFT SIDE ELEVATION sale: I/8° V-0° Proposed A-I Building -Tr"i 7N. -r- ILY E Tom' 1 R01 0 E13 IT Iti IN t S (c)), t S" Elevations SHEET l II, I A -- 1 I I I (I 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS- BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York IIa01 N l r a stye s tel. 651.121.2505 fax. 651=7.0144 (GENERAL BUSINESS) odmin@youngengineering.com / MINIMUM O 1 4 PRINCIPAL REQUIREMENTS PLAN / 150 0' 150'S.F. Howard W. Young, Land Surveyor LOT WIDTH LOT SIZE 30,( S.F. 37,1 Thomas G. Wolpert, Professional Engineer LOT DEPTH 150, 247' Douglas E. Adams, Professional Engineer S Robert G. Tast, Architect e FRONTYARD VARIABLE 69.8' Robert Stromski, Architect LISA DRIVE ,.� 0� SIDE YARD 25' 25A' BOTH SIDE YARDS 50' 71.9' REAR YARD 35' 65.4' P5-1<' .'/ 30"x30" j - ' Q b LANDSCAPED AREA i5% SITE DATA S 36.9 /° LU NOTU` �'60LP MAXIMUM TOTAL AREA = 37,123 SQ. FT, o // ' ENTER ( �� PERAiITTED PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT =B(GENERAL BUSINESS) LOT COVERAGE 30% 19.5 9° * VERTICAL DATUM =NAVD(1988) -I- (9��5� BUILDING HEIGHT 35' <35' D of ji aG�f NUMBER OF STORIES 2 2 �Cf- ; .h- � f// 30'x30" FRONT YARD TABLE PARKING CALCULATION KEY MAP � SCALE:1 - � o N s �_600' STOP O �" PARKING REQUIRED SCTM# FRONT YARD BOAT REPAIR&SALES:2,6515F @ 15TALL/250 SF =11 STALLS A5PµALT 1000-55-5-7 62.6' STORAGE:7,000 SF @ 15TALU2,000 SF =7 STALLS / /✓� - R5-1 Q�� T m � LL 1000-55-5 10 67.5' TOTAL PARKING REQUIRED -18 STALLS �' %i LLL OUNTABLE M CURB AVERAGE FRONT YARD=62.6'+67.5'/2=65.1' PARKING PROVIDED R16' CONCRETE ASPHALT&STONEBLEND PARKING =18 STALLS / ENTER LLL MOUNTABLE / R6p + 0 ©--PLANT CENTER ` \ /`� {} /LLL' CONCRETE / / / .,n X /yi`/IEEE! Y LL CURB O + { PLANT ROW r f / / f LLL GRASS 5-VAS PAVERS ;! SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER 5PAGIN6 AS 0 O O LABELED ON PLANTING PLAN // / / ' R22 / NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR L i/ * REMOVE ALL PLASTIC AND WIRE TAGS. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF _ LLL ml� '_F`` 15 " o RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY PLAN-SHRUB SPACING LLL R / ' c, ! * REMOVE ALL NON-DECOMPOSIBLE CORDS REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: LLLL / L 6� DU,aim /. 5 AND BURLAP FROM THE ROOT BALL, IF Q LLL LLLL�' �, y, i Y p o PRESENT. �PLANT SET AT ORIGINAL .' QG �� gP LLL LLLLLL.LL y,i v, r- Ln CL * a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH 0o PLANTING DEPTH / j REO Gv� �L LLLL L Lt r`?� pa` �� a o DO NOT GUT BURLAP FROM SIDES OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE o o l o �' 33� ? �'�' K i lu g �6 p,9�P/� I H 0 o r4 Q_ OF THE ROOT BALL. / LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE Ysw^Yw. —5" DEEP SHREDDED BARK MULCH / l Z ,��o ALT vo Q�,P� �.' � Zi v n o * SET TOP OF ROOT BALL I" ABOVE SO LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT ASPN S �� I o FINISHED GRADE. NQ Q 11 / 4-OVA 0 3D I ;; w -�� ACROSS ANY PUBLIC RIGHT-OF-WAY. ,.—PLANTING BAGKFILL ��`1J 8�6� OUN-`ABLE N ��' z * REMOVE ALL AGGUMULATTD 501E OR b)SALE OF USED VEHICLES OR BOATS SHALL 8E CONDUCTED ONLY AS \ Gv`� M CREW ALES E 25.4 % (1 ;; MULCH FROM THE ROOT GROWN AREA. ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. WHERE SHRUBS ARE PLANTED IN MASS 2 5 CON T •�+.: ,.,_-. L� EXCAVATE ENTIRE PLANTING BED / CURB g, 8' g � '�' _ =--r '' 93 �-G * REMOVE ALL WIRE BA5K7=T5 FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION + 3-NS /f �-: =' 16'oHD + " ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 16'0HD 6-ON BUILDING. SD o 40.0 i.%//,' t� DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MASS PLANTING LAYOUT ov. JD 3-g5 SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE HOSE PROTECTOR CONDUCTED IN A BUILDING. NT5 RDS `� ' w PF END /// f ,R e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE / gOLI,p ,nog 2"x2" STAKE(3 WAY) LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY 44*4 pF �; m � CON CURB ! GIN PROPERTY LINE OTHER THAN THE STREET LINE. NOTES: ' /' 'l;*� ° iF�351 ' " " f" MOUNTABLE �—2 STRANDS NO. 12 6ALV.PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 * ' ''! ,pop4 �" '�2 � ' R: CON�E�CURB STEEL WIRE (TWIST TO TIGHTEN) FEET FROM ANY STREET OR PROPERTY LINE. REMOVE ALL PLASTIC 8 WIRE TAGS / �� s s I.' ;!?. •a f g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM r 465' 38.1 / { EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, . µ TREE BALL, IF PRESENT I HOSPITAL,ORPHANAGE OR REST HOME. * IN GROUPINGS OF SHRUBS, EXCAVATE I / // MULCH TO BE KEPT AWAY FROM AND BAGKFILL ENTIRE SHRUB BED AREA Z / j TREE TRUNK Suffolk County Department of Health Services w/PREPARED BAGKFILL MIXTURES. G�_ / Approval for Construction-Other Than Single Family tit / 1 0 '% SHREDDED BARK MULCH @ 3" DEPTH 3" DEEP SHREDDED BARK MULCH �t ; 10_g5 o j;/ / , / —SOIL SUACER TOP W/MULGH Reference No. C-23-0210 Design Flow 360GPD _ / i eJEfl 2 `JLJ TORY �f'r // use(s) Dry Retail&Storage -. - - PLANTING BAGKFILL MIXTURE _ ' ,�--- pROPO C & //, !�/'�' / , J x ROOT BALL _ SCARIFY ALL SIDES OF PLANT PIT These plans have been reviewed for general conformance with Suffolk Q w a=..:_', - - 2z T SALE- ' ' L _ / PLANTING BAGKFILL MIXTURE County Department of Health Services standards, relating to water eOA E BUING // �jj�` m A f` supply and sewage disposal. Regardless of an *missions, g Y 1-1 I I—_L— I 1—III— NCR 5-`.DRAG / ``: DER _ 1 SF inconsistencies or lack of detail, construction is required to be in H��AL� GF A 9�65 Nj /� / z I `l I �I accordance with the attached permit conditions and applicable / i ASP o NO BASEME !/ /,��/ f standards,unless specifically waived by the Department.This approval TYPICAL SHRUB PLANTING 3-Jb / 5101.1E8LEN5 BEGIN / expires 3 years from the approva7d�at , unless extended or renewed. DO NOT EXCAVATE LOWER THAN t %- CONCRE BALL DIA. BALL- DEPTH. 12/12/23 NT5 0 0 CURB / tQDjt — BALL DIA. X 2 Approval Date ko c cMF I / -- ENGINEER'S CERTIFICATION I 4 � i , , `a, o ' ' /j;;' TYPICAL TREE PLANTING „ I /�/ I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL f NT5 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME 1-476 ' 16'oµD .1 - - / /' / DIRECTION.BASED UPON A CAREFUL AND THOROUG bFt _ PLANTING SCHEDULE -� , , t o SITE AND GROUNDWATER CONDITIONS,ALL FACI t ; CONFORM TO THE SUFFOLK COUNTY DEPAR 23 TMEN C1Qj L` T�E_ Ei a.0 CONSTRUCTION STANDARDS IN EFFECT AS OF TREES it 19' i ,® .� � '� '�' ,r ;%�j/ Np o QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N I UNTABL we // // o a o B o 5TONEBLEND 3 AR ACER RUBRUM RED SUNSET' RED SUNSET RED MAPLE 3 CAL B&B / O CRE BOLLARDS """ ,� $ a; ALv�NTER � i. ° __ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ��,p 61483 �k 3 AT ACER TRUNCATUM 'NORWEGIAN SUNSET SHANTUNG PAINTED MAPLE 4"CAL B&B __-} T4 4 GB GINKGO BILOBA GINKGO 3 CAL 6&B 5Ep55TORAGE 3.7D i/// //'� 7v _ = THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 �O SSIO�P'� y 9 LS LiQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL BAB i C O o m DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 SO STALLS N 56 TIP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE b' HT. B&B _ i g'-'� ` / A ! S"� GAIN. STEEL PIPE. F`' ;/� ��' FILL W/CONGRET E SURVEYOR'S CERTIFICATION *PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. SHRUBS — M QTY 51'MBOL 80TANICAL NAME COMMON NAME SIZE ROOT F / / 56-(P _ 5'(A �/� s / ` /f / BUILDING `idAR© �L„ 13 BS BUXUS SEMfERVIRENS'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT •/ / _-•_ = f%- . , 4 HN HYDRANGEA MACROPHYLLA NIKKO BLUE' BLUE HYDRANGEA 5 GAL CONT 5- / / s / f/ i i C YRIACUS DIANA' DIANA ROSE OF SHARON 5 GAL CONT 'f - 8 HS HIBIS US 5, 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT �f fcn// f'/T AN; � IPF p �r 18 OH OSMANTHUS HETERO PHYLLUS 'GOSHIKV GOSHIKI FALSE HOLLY 4'-5' H / /�� OSE0 6 FT' HOWARD W.YOUNG N. 5 O.S 8 3 FLOWERS j' / / ' ,/ i, ': / 1 0' PS O_ t)E FENCE CORNER 6UARD PLAN N . 9 O S Rv� SYMBOL TYPE SIZE ROOT /;'' /: i/•/ /' o '1j0"W W OF 6 FT•HIGH PF PERENNIAL(LOWERS AS SELECTED BY THE OWNER 5 GAL CONT 5S1 16 DOUgLE ROCATA,GREEN GIANT' Tl{UJA PLI T ARBORVITAE) cM (ClIzErrN 1AON0 C GAPPED W/GONG. MAP PREPARED FOR GRASSES &GROUND COVER �- SYMBOL SEED MIX SEED RATE _, now or f o Bohn, po PLAN GROWN TO SHED II John Bohn,Rabert�� PECONIC WATERSPORTS LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET {ormer�`I LLG t Robert J Bohn ` e /-,-� nowes G°.� i Bohn&Carol Ann ''- Quad inter?"tn9 s R'$p ' Zoning use R-g0 5"0 6ALV. STEEL PIPE. atSuf folkSouthold, County, New York Southold a IRRIGATION ' NCC AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED Zr)n I FILL INICOREI I N PLANTINGS AND LANDSCAPED AREAS. FIN. GRADE - 2„ N7 B IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. I,R N PAVEMENT LANDSCAPE & ALIGNMENT PLAN 8 SURFACE FIN. GRADE �:�\`' \ - GROWN TO CountyTax District 1000 Section NOTES CONCRETE HEADER 6 / y � .a SHED WATER Map 55 Block 05 Lot 9.1 \,�.i\\ .�\; -+ 1'- ZjL THE APPLICANT PROPOSES TO: PAVEMENT "ate• R \ ' "_ ��-�• � MAP PREPARED AUG.09,2022 24"� >�\\%\\\i��i\`i,`.>\ SURFACE a ; ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20 /°OF THE TOTAL NITROGEN IN THE MIXTURE; 's •- - -;D,, � •. ":-,: . ' �� .:.` Record of Revisions REVISION ASPHALT °" 5TONEBLEND I8 GONG. FOOTING I, DATE USE A MAXIMUM OF i LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT °. ' _° - PAVEMENT - - GENERAL NON.10 2022 ` c0 `" ' ; d MOUNTABLE CONCRETE GENERAL DEC.12 2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; ° _ - CURB 4000 P51 FXFAN51ON GENERAL 6"x 6" WIRE MESH °- `° . '. _ MAR.29 2023 2 JOINTS 0' O.G. :: "� GENERAL MAY 18 2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBERlst REINFORCEMENT + +,;• :` d PB COMMENTS DUNE 13 2023 AND APRIL 1st; A . - CONCRETE CURB 4000 P51 = PB COMMENTS DULY 03 2023 b"STABILIZED %j•'/l j��jl/j EXPANSION JOINTS 20' O.G. PB COMMENTS DULY 07 2023 NOT USE P140SPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST 501E BASE /\��\\%\\\ SCDHS NOIA#1 JULY 14 2023 y/r/'/// I--g"---� ELEVATION MULTIPLE AUG.16 2023 W SNOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. \\, \i��t/� I 8 W*F 0 THE NUMBER IN THE MIDDLE IS rHE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF (` ---�j SCDHS NOIA#2 OCT.03,2023 G PRODUCTS'WITH 0.67 IN THE MIDDLE OR LOWER 15 NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale: 1" = 20' NT5 NT5 NT5 JOB NO.2022-0135 DWG.2022 0135 sp2 1 OF 5 A i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THI5 SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY tINE5 OR FOR ERECTrON OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR`5INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDI'IONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MF6 BY TUF-TITE (B' MIN FROM ANY �t�P FUJIGLEAN 400 Ostrander Avenue, Riverhead, New York IIQOI / O�0 GEN-SERIES UNIT tel. 6B1.7272305 fax. 651.727.0144 DOOR OR WINDOW) � �+ � f 'S.5 admin@9oungengineering.com . PVC I 4" PVC N 6 b��' INLET ADAPTER 45 OUTLET SOLVENT 044 4 puq 2.009b MIN. RISERS 4 COVERS 1.0090 MIN. / � 40 40 40 °0 7 " WITH SAFETY LIDS f 4p•10 b• oWELDED TO 4 LONG 2 STORY ? MFG BY TUF-TITS OR HEAVY DUTY p`� / !�s L r 40. k 40 og' Pie� STUB OF 4 SCHEDULE Howard W. Young, Land Surveyor LOCKING CAST IRON PRECAST /�' a / oy�' ,,;v 40 ��'�(P�'�•\0 GAPPED VIA 4" SCHEDULE 40 QO PIPE CONNECTED TO Thomas G. tool tint, Professional Engineer BUILDING APPROVED EQUAL COVER TO 6RADE TOP SLAB ✓' 40.4� G 6 FUJI GLEAN GEN UNIT p 9 FFEL=40.5U :o RIM=4025 OR DOME �' BPS D�Q�� N ADAPTER 4 PLUG OR GAP Douglas E. Adams, Professional Engineer ( o PZ� 0 CAPPED VIA 4" SCHEDULE 40 Robert G. Test, Architect 40: 3 \ S��P`l GLEAN-OUT WITH 6" ADAPTER 4 PLUG OR GAP Al �G �GJ' p/a�� DV SDR35 RISER Robert Stromski, Architect AIRLINE-� i/ Eye �\. � 96 /G ♦ 1`1 } ��C�ysv 7 G 1°� �^ 40.95 t 0P � a. IE=36S8 1 0 G FUJIGLEAN INLET ADAPTER 45 B VENT O Q�1 b / 40.70 IE=36.11 �/ / �` g, �Q �, -�\ , ,,j HEALTH DEPARTMENT USE HOLE IE=36.00 C, j ' �� Pt,, � � :. � � W E SCALE: NTs CONNECT 5" PVC VENT LINE IE=36,25 ` � � NG��O TO VENT HOLE IN OW5T Qti w`Q ��' 40.51 1 ' Suffolk County Department of Health Services SEE DETAIL FOR �GQ installation Guidance FujiClean Schedule 40 PVC 45-Degree inlet Adapter OWTS COMPONENTS yCs ��,o t Y� �5v� / ASPHALT 3a.so "�� '� 1.TheFuliClean4S Approval for Construction-Other Than Single Family PROVIDE GLEAN OUT AT � 3 ��• �a � 39 /;, `�• � � j Degree inlet Adapter has(4)open"(3)inlets and(1)outlet.All of these will g y FACE OF BU I LD I N6 / (O Q' 39.91 V // N I / toaccept p of me inlet adapter has a 6"opening that can be f fled whh an 6•SDR riser/ t y '� 1 pipe and cap as a C-23-0210 360-GPD �1 � 40.2 � ti LLL i � dean out. Reference No. Design Flow Ali? LINE TO BLOWER p / `r Ti �:;, ' TQ� Q / l / LLL l Tp,gLE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter ��P� e ��iy �1 / pj1oUN cuRB a Plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent o�R 40.15 LL \ CONCRETE S welded into the adapter porL. Uses Dry Retail &Storage 500 GAL. I/A OWTS ' 39.90 L �N ABLE \ ELD#1 4.The FujiClean inlet adapter shall be secured to the FujiClean unit using a 4•king stub of 4"schedule MDL. GEN-5 MF6. BY FUJIGLEAN USA 3 9. (I / +38.66 LLL MO- rt Cvatjc,FI PEEP 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush These plans have been reviewed for general conformance with Suflblk ♦ L L GONG USE'LEA 10' PIA'X 7' 5.'the FujiClean unit. The installer shall ensure that the soil beneath the adapter is backfilled and p LL - 'CURB pool's a compacted tedaumDlentyto County Department of Health Services standards, relating to water 4 � D�. 39 J5 LL L j (3) support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit / PROPOSE a GB##1.1 50 GRAss 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. supply and sewage disposal. Regardless of any *missions, 3 \ m ELEC 1 RIC .39 50 39 PAVERS AND CONS 7.Must Il a TRUCTION FOR SEWAGto grade in E DISPOSAL Sance with YSTEMS FOR OTH R THAN SINGLE-FDARDS FOR APPROVAL OF AMILY inconsistencies or lack of detail, construction is required to be In ToG 39.88 SER CE ♦ GRA 35A4 OVER-RUN RUICE RESIDENCES"and the'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR \ •IE= _ /' GAS SE SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES.* accordance with the attached permit conditions and applicable BOT=26.00 39.40 9 6 ♦ .- Ay , PROPOSED 8.The following are Instructions on how to make a solvent weld for attaching piping to tie FujlClean inlet p pp HYDRAULIC PROFILE 39 LL � SS PA�ERS r 15� "' - p �, 5o adaptor fittings. standards,unless specifically waived by the Department. This approval r to' I - _ y LLL ARP 4o1� ti�g 40- Ln expires 3 years from the approval date 40.53 j_LL OVEP. 0, 40 25 O 1.Square pipe ends,chamfer and remove all dirt , unless extended or renewed. 39.59 �`V LL 39.9 l r 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way into the adapter.t pipe 39.3 h �u 40:+�-a 'j L L L - i bottoms,it should be snug- SANITARY LEAG}iIN6 POOL �N �g \ LL LLL1 / �qRy O 3.Use a suitable applicator at least'/:the sae of the pipe diameter.For larger size pipe systems, 12/12/23 m L L LLLLLLLL IBO Approval Date Ln 0- use a natural bristle brush or roller. 314 5FSYVA 4p.2�j �cP prL 4044 mL_ �LLLL„LL '..� �``_'BOUNpgRY °� ', O � 4.Clean pipe and adapter with a listed primer.(Do not use primer on ABS pipe and fittings.Use 39.83 i 40,19 \ (p O Clear CleaneronV) pp ' 4000 r 20 t31 N °" 5.Apply aliberal coat of cement o pipe si the f taofthesocket leave no fcem cement. DRAINAGE DESIGN CRITERIA & CALCULATIONS �1 40. PNAl'T r FE ► 4070 -k Oy�oO : p -3 ca�,se wea�it g a a�preematurefailure pipe or adapter.Apply a second coat of cement to 02 � p puddling of Dement.Puddling / A1 C`IQ t�Q 39.77 m A r j 40.20 DO t,(,-� O G the pipe. !'°u"9 i19°1r9 ONE E E 5 p p s p� 40.50 Q�� 40.90 40 40 f o f►� tCi� �t � semble parts QUICKLY.Cement must be fluid.if cement surface has dried,reooat both ( ) V=ARC ( ) A=AREA OF TRIBUTARY S.F. R=RAINFALL FT. C=COEFFICIENT OF RUNOFF X C� PRO 40.00 40 a 8.Push pipe FULLY Into adapter using a y,fuming motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND z4 G NA C� W 5A TAP 40' i �1 4g90 W tA� 9.Hold pipe and adapter togeMerfor 30 seconds to prevent pipe push-out-Iorhgeratbw g1i245°xw LOCKING CAST IRON y TRAFFIC E 5(IN -TO 38 2+ � \� 40.20 `° r YSTEM ` pHD 40.65 r temperatures.Wipe off excess. NOTE BE TEST HOLE DATA 9 handing strength and 2 hours cure time at temperatures above so COVER TO GRADE -cV BEARING SLAB SERVICE ONED \ 39.70 h T •p}{p 16 4" ldeg trees Fa Fahrenheit b for ur testing up to 1t;o i.Longer cute times may be required at HIGHEST EXPECTED GROUND WATER EL=7.0. ABANp \ \ I LE I 16' $.ta pis SEWAGE DESIGN CRITERIA 5 F 45 40 to temperatures below eo degrees Fahrenheit or with pipe above 3lnctres.DO NOT TEST WITH A1ER 39. m ( p R t, MCDONALD GEOSCIENCE AIR. ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) W 1 39• �, f 11/15/22 E 1 ER o f� NOTE:The set up1cure live h time is dependent on several factors.The pipe size,socket fit,ambient TRIBUTARY AREA#1=9,903 5F WATER SUPPLY =PUBLIC - - M \ ` D `� O ( 0.30 1 � 41.15 ' temperature,relative humidity,solvent cement used and the system operating pressure should at be ALLOWABLE DENSITY=0.8522 AC @ 600 GPD/AC =511 GPD '.%= '�•: 7`'•-.i;- OSED BOLLAR ' 40. p 30+ .39 W END 40.65 QED considered when determining set up cure times. 20" PROW ATER `� (zvP� m 1 40. 0 r� '' o CONCRETE SAND 6 DENSITY CALCULATION MIN. SERVICE i OWTS ,1 M - ?A`'$_�Lc CURB BEGIN LOAM REQUIRED VOLUME ss i;: a :o MOUNTABL�RB �a 1.01ASPHALT/CONC.:5,373 S.F.x 2/12 x 1,0 =896 C.F. i+ pyER :'•p. ROOF:2,649 S.F.x 2112 x 1.0 =442 C.F. RETAIL: 2,651 SF @ 0.03 GPD/SF =80 GPD w dr CB#2.1 l m '�z •• Ra ' _ ' = •= '' CONE LAWN:1,881 S.F.x 2/12 x 0.10 =31 C.F. STORAGE:7,000 SF @ 0.04 GPD/SF =280 GPD Q GRA '39'30 2.0' TOTAL REQUIRED =1,369 C.F. 4" DIA. 5DR35 PVC _j O�Q IE=35•30 i„ NT 38,1' /` YELLOWISH owN �_ Y: PROVIDED VOLUME _ _ _ CAST IRON FRAME 4 COVER USE:LEACHING FIELD#i TOTAL DENSITY =360 GPD PIPE a 1.00% MIN• � � z o 2 i w VE x � ; :::•r , �_--;; ••,, tttJJJ O F' Z c� = t 0'�� t % �.\ sA D x1 • CAMPBELL FOUNDRY, PAT. NO. DESIGN CALCULATION N Q Z Y z(C O �� \ gLOV�ER I -_ __ (SP) 3407 OR APPROVED EQUAL. (3)POOLS 10' DIA.x TDEEP =1,437 C.F. RETAIL: 2,6515F @ 0.03 GPD/SF =80 GPD y U z (31 t `t +37 94 0 _381`- PALE 8ROWN 14.0' TRIBUTARY AREA#2=5,4515F STORAGE:7,000 5F @ 0.04 GPD/SF = 280 GPD m m v m v O CON�OL ► l o FINE TO `r i pgNEl' \� +38.48 ^�^ORyI' SAND �- REQUIRED VOLUME TOTAL DENSITY =360 GPD Q j 6hi ROOF > pROpOSED 2 S (5"- =` - 4000 P51 PRECAST CONCRETE ROOF:1,397 S.F.x 2/12 x 1,0 =233 C.F. & 1 17.0' :`:. ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. �® I DRAIN ! u \ AT SALES - +3 7 _ • BOX AS MF6. BY SUFFOLK LAWN: 1,224 S.F.x 2/12 x 0.10 =20 C.F. SYSTEM DESIGN pO❑ I g0 pING NO WATER CEMENT OR APPROVED EQUAL. +38.75 gUIL :� `' _ r _�'.: REQUIRED OV/TS CAPACITY =360 GPD ®O® #2 0 CONCRETE i o AGE- 5� '� y\ ENCOUNTERED ,' r•- 1` r TOTAL REQUIRED =725 C.F. PROVIDED 01A/TS CAPACITY =500 GPD :LEACHING FIELD#2DER i 1 ST%_ �F A"9'651 ��B UNb R PROVIDED VOLUME ny 10' USE 1p' DIA x b' ASPNA - - " • r ENT USE:LEACHING FIELD#2 LEACHING REQUIRED= 360 GPD/1.5 GPD/5F =240 SFSWA 7 (2)POOLS i p \ NO gASEM � 8" 4' S" DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP =821 C.F. LEACHING PROVIDED=30' DIA,x 10' DEEP POOL =314 SFSWA S.fONEBLEN BEGIN fFEl'=4050 R 1 N HI6HEST EXPEGTED GW EL 40.15 _ 39.95 0 COW*TE ISnNG WAS OVEp / � 4000 P51 PRECAST CONCRETE 0 40.9 \ EX SE REM i a� TRIBUTARY AREA#3=10,177 SF V PENETRATION INTO A VIRGIN r4 Q 399 Oo 3970 4040 l CURB,. SERVICE TO 01 _s-__ TRAFFIC BEARING TOP SLAB REQUIRED VOLUME STRATA OF SAND 4 GRAVEL __ _ 0 a 40'75 \ EXIs�NG 2 G - _---"' �_ AS MF6. BY SUFFOLK CEMENT ROOF:3,193 S.F.x 2/i2 x 1.0 UU =532 C.F. y - -- 39• VILDIN . - _}« .• OR APPROVED EQUAL. -a SSORY B ,,- ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. OVED . _ S'TONEBLEND:6;493 S.F.x 2/12 x 1.0 _1,082 C.F. 5ANITARY LEACHING POOL N 3 ` TO I REM _ T_o�..- �7.92 = LAWN:44 S.F.x 2/12 x0.10 NTS N (1 N � _ l --y_-- +39.37 =1 C.F. fl �37.ss j____-- FFL 1 f TOTAL REQUIRED =1,690 C.F. -t• l �_ i3�7.90 1' 16oHo I ` . 78 16'OMD �� 11 u d 4000 PSI PRECAST CONCRETE PROVIDED VOLUME NOTE: 04° - 4 `• 4p90 ,, ' 'i BOX AS MF6. BY SUFFOLK USE:LEACHING FIELD#3 1 ll _ _ o I CEMENT OR APPROVED EQUAL. (4 POOLS DIA,x TDEEP = 1 I. THE OYVT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. 404 1 y ILI ) 1,9 6 C.F. 39.88 l 3948 �� i p#3 rt ' ii DRAINAGE PIPE 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 50DH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE 39.63 A NIiiG FIEL DEEP O Z I 1.I A o Q :_ OATS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. N USE:0 � DIA,x7 D p �, 1 � o c• g } MOUNTABLE 4 ¢pOL510' e ' 1 �- 3 o cRE tE cURs (y I STONEBLEND a 1 37.06 ENGINEER'5 CERTIFICATION 3. THE 5'(5TEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVi5ION OF A FUJIGLEAN USA REPRESENTATIVE. CON RDS 1 __ -_--> 3T�2 S�' 0 1 BOLLA �P 1 39.69 - U1 N r' 4000 PSI PRECAST CONCRETE a°ir a irg d 1 FFL 1 H t0 tO 3 BOTTOM SLAB W/ SUMP A5 I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 4. AN E>:BGUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39.55 A O / \ I -s tV ; ;.. { �' 0,� f ► 1 -�---- to T 70 {O (Os a� _ MF6. BY SUFFOLK CEMENT OR SYSTEM(S)FOR THIS PROJECT WERE DESIGNE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVICE5 (SGDHS) PRIOR TO APPROVAL OF THE I/A OWTS 3970 39•30 ![, / 38.20 tP _ _ p ? ': APPROVED EQUAL. DIRECTION.BASED UPON A CAREFUL AND THO r OP T , REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE IQ OF THE SUFFOLK COUNTY SANITARY CODE. 39•3-1 > Cf O _ = 3945 i to r SITE AND GROUNDWATER CONDITIONS,ALL F r� _ 39.12 Z •'� S C PI/ . C•, p �- CONFORM TO THE SUFFOLK COUNTY DEPARTMI Gj O ••, 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). _ +37.46 Q i W G. _ �-2'-� CONSTRUCTION STANDARDS IN EFFECT AS OF �S Water lines must e � � +�.� .: CB 3.1 ' � � � „ ,i _* O X� may: .^., t�i <. 6. THERE: ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE 5USJEGT PROPERTY. � s 3807 8 4 8 ►" � � ;;, .;1•. �. Wffolk County DeRt. of Health Se e 32 I.KALE REINFORCEMENT WILL NOT BE REQUIRED TO A V01TH OF 91-01. cI ,.s t � 38• 2.DEPTHS 6REATM THAN 9'-O"SKAU HAVE WIRE PABRIC C.ONGRETB g +•A f Call 1) 8 J j hours i 39• 2 �- HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 7483 r • 38 c:- -"""' _- MOUi•ITABLE 38.07 RMINf0IZCET eNT 5'x12",I AND 2 MIN.VERTICAL WIRES-12"o.r-,1/2'MIN.cOVM THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 p SStON��• _ advance, t® schedulei I n ` - --"' CONCRETE CURB DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 - _- � S�NGSANITARY BUFFER _ _ G1hTGH ��51N 2' x 4' FLUSH GRATE fo S -1/2' VENTILATION PIPE S UCTURE TON^�RD -tRANSInON ��+ NTcJ N CHAMBER Volume(gal) ORREMOVEb STANDARDS '- IPF SCUM BAFFLE B SURVEYOR'S CERTIFICATION 0 1 Sedimentation Chamber 277 WLV Sr 35.75 © Anaerobic Filtration Chamber 278 WDF ROPOSED 6 FT• Q Aerobic Contact Filtration Chamber 127 15p•00 P E FENCE CKAb .� F� s ECIRCULATIUN Storage Chamber 63 5T0 f CJ TE Q c7j AIR LIFT PUMP Disinfection Chamber 4 ARp $ ISINFECTION © SB1o1Ei�FJQ'iw I-I/2" WEARING COURSE A 0 . 6u Ly N © CYLINDER (OPTIONAL) Total Volume 749 4' INLET PI OUTLET PIPE / ---_- _-__ C SPECIFICATIONS .- formerly 2-I/2' BINDER COURSE � �� `� p O CMF pf,•. 4'-0 - Bohn, to �, G> >F 4 -. A Anaerobic Media PP/PE Filling Rate 32% � nOµj or Roberfi G• � (n © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% �" former�`1 LLf✓ t Robert John Ann Bohn DRAINAGE 3 .✓ c Aerobic Media PP/PE Filling Rate 57% _-� WOW Or r�SeS Co Bohn&Carol a R_gp " PIPEJ'!'1/ •r( ,9 8g O FFLUENT Blower FRP 2.8 f m '+ Enter? R-ao Zon,ng us b e - _b : Qtl': 'i Ho (• a N� S U R ® AIR LIFT PUMP e. INLET BAFF +- ZO -` -a• -• •,- - _ - >� © © Piping PVC/PP/PE 1 a 4 _- z CAST IRON FRAME 4 COVER Access Covers Plastic/Cast Iron E NO I NEE R S C ERTI FiCA TION �E*LII R E Q. 1 �\ \, \� \ \ \ \�T\�\ \ CAMPBELL FOUNDRY,PAT. NO. / /\ /\//\�/�/\�/ /\/ 1007G OR APPROVED EQUAL Disinfectant(Optional) Chlorine Tablets /\. \/\ \ \/\/\ \ / /\ \ RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE t!�>�t �`IC RTIt'ICh Y M NOTE: A-L CONDUITS BETWEEN PANEL AND � �/�Y \\\j �\/ ON INSPECTION POOL ONLY. MAP PREPARED FOR (CLEANING OPENING) TREATMENT TANK MUST BE SEALED TO PREVENT FLOW OPENING CfYP. B 1'�t' ' �N stLL�TIdN �cN� GI�N'3Tr$UCTIt'�PI GAS LEAKA6E INTO PANEL. PRECAST CONCRETE PECONIC 1NATERSPORTS PLAN VIEW �;r I/A OWTS 6 RECYCLED CONCRETE TRAFFIC SEARING SLAB A5 18' MANHOLE (TYP} 18' MANHOLE <TYP}1 24' MANHOLE (TYP ,DISINFECTION 4' MANHOLEor I 14 R P Ro A FOR WIFI COMMUNICATION DEVICE; BASE COURSE (NYSDOT SPEC) MF6. BY SUFFOLK CEMENT USE ALARM/CONTROL PANEL MDL#1045040 �- OR APPROVED EQUAL. at Southold, Town of Southold CYLINDER (OPTIONAL) LOW OPENING CONTROLLER "C" MFG BY 5JE RHOMBUS 6 STABILIZED SOIL BASE Suffolk County, New York N METER ALARM/CONTROL 1 1 R. 1_2. COOARD NTACTYMEDIA INCOMING SERVICE GONTROl�ER "A'�72 ASPHALT PAVEMENT SECTION �- GRADING, DRAINAGE & UTILITY PLAN t 1 MFG BY SJE RHOMBUS DEDICATED K' 15 AMP BREAKER 0 CONTROL PANEL MOUNTED County Tax Map District 1000 Section 55 Block 05 Lot 9.1 © N 4"x4" PRESSURE 2 STONE BLEND 15 AMP POWER SUPPLY TREATED WOOD POSTS GROUT AROUND 12OV AG, 10, 6OHZ, Q ENTIRE PIPE MAP PREPARED AUG.09,2022 ® #12-2 AW6 WITH 6ND IN I" PVC CONDUIT 5'-5' © � S'-5' ECIRCULATION MAIN ` • - - -o _ - _Q • 4'-4 ' 1 ® ASSEMBLY SERVICE INSULATED _ ' ° _ _d o Record of Revisions 4'-3 • ELEG. CONDUIT AIR WEATHER - DRAIN RINGS AS MF6. REVISION DATE a'-2 • PANEL z_ G _ a iji PRECAST CONCRETE OWT5 WIRING PER MF6. f BLOWER SISTANT ° a" a a xh t4GENERAL ® FOLK CEMENT ® C) BLOWER /,r�\\/ �// /\\/.�//\�/j�\//\\//��/\/ Q OR BY APPROVED EQUAL• GENERAL DEC.12 2022 HARDWIRE ! ENCLOSURE \/��/ 14/� //\\y/\� / ❑® GENERAL MAR.29 2023 EROBIC MEDIA \\,` \�\�\��\\/ /\ �\ �❑ GENERAL MAY 18.2023 FIN. GRADE ��/� /Y/ //�\� //�!/\//�\/\// kl ®❑® PR COMMENTS JUNE 13 2023 PB COMMENTS JULY 03 2023 ERATION ASSEMBLY ELECTRIC SUPPLY VrI. RECYCLED CONCRETE PB COMMENTS JULY 07 2023 Q _ TO BLOWER BASE COURSE (NYSDOT SPEC) Z IOC SCDHS NOIA#1 JULY 14 2023 SECTION A-A VIEW MULTIPLE AUG.16 2023 SECTION B-B VIEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN �TO FUJIGLEAN SCDH5 NOIA#2 OCT.03,2023 CONTROL AIR BLOYIER AERATOR OWT5 SPLICE BOX 6 STABILIZED SOIL BASE N PANEL AIR LINE TO epq EL 20 0 10 20 40 60 LECTRIGAL SUPPLY FUJIGLEAN OY4T5 I/A OWTS MDL. GEN-5 MFG. BY FUJ I GLEAN USA ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOYA ER STONE BLEND PAVEMENT SECTION LEACHING POOL Scale: P = 20' SCALE: NTS NTS NT5 JOB NO.2022-0135 DWG.2022_0135_5p2 2 OF,5 <R+M.vRKp'=EOAtr(eAt•.p.aeaRDi+ro> arts ss '...wa_.sEeerw—oan��.awI.,er.-e mDCA�wuw ;rurAruEzs.ro»„re�owr.,nrxwa+>r� -n,: snE.ao.srnnc.u®asAr,D AaF»�,.ox Dae.mcs,As.,a,KaO., -.._.___... _. Aeau.aA� -.r«s*cwroA w,v.Iw sw.e.rs.m,.nen•wor,gas n 1«¢s ra cxcsTrvs s. ... a�w.uro*.A rsneaw.H.owcwwera wea..rx.F+or.,sru,.�r*�n�v+u,-E:..e�....n.o nc.x:a+�.-»++ewe. v'csaraaEcrtu.c.�sro;w.rzsarr.,rsamr.x.,..r„R.an«+wu.eze+ea.arwea s�aweunssm�.s.wLuo+O •--- . ,,�r,.,.nnmau mnar•....a�s.K�.�-,R,�,sa..�.c.a,.n.«�rN,,,.. __..—___.__.. ....._, 4pC OeMmEr�'+69'.12'.2'tl Oia 69Yi pN01 i�/ eomi yo.noengnoriry.com - ��012T2�cL�OC1QfC ✓ fbwa^tl H Y P.e;sL,o:� Dc+9.w E A:opy R-oMaswro E�nroor / /'" Dories 4>baver La�tl=x^fe�Dv SITE DATA TOTAL AREA_37,123 SF or 0,8522 AC —_... ,� t Y %J�"�� /� sir'`✓ / '', /�\ ��- KEY MAP l YJ HEALTH DEPARTMENT USEPC cow t ,co 06/2712025 G23-0210 ;\ �.,,� o�v« ae,tee• (OA�TA^h SAD GEl 1 Pr ALg65l Sf NO Br3EMENT N �R 14 SURVEYOR'S CERTIFICATION 9 ^ _ _ N - -� — `WE t1EREBVCERTIFV TO PEC[INIC WATERBPORT0 INAT TdS 9 WAS PREPAREb IN ACCCRDAN¢WITHT E CODE OF PRA.CTIKE FuP _ TTTTT LAND SSION S ADQPIED RV T NEW VpRK STATE ASSD _ n PROFESSIONAL LANp SOp VEy0R5 OF Fd <� ,,R5VV ff. Q -•2)vA �v'C:� k b G p ¢B r .,, f. SANITARY MEASUREMENTS ,�,j..,� ------------------- OANIEL pWTS 36,5' � Zl' N WEAYER N.YS L 5 ND 5D1TI t,AT^'� iY 395 33,5' i SURVEY FOR PECONZC WATEI2SPORTS LEGEND � -- -- g - at Southold,Town of Southold R R c BOLLARD a -.-•.-- -- -- e CC .CONCRE1t CURB � IP g ac ,CASTIRDNCcwE qi , , - Suffolk County,New York u =CHAIN LINKf6aeE (� 4 _ (�`j� 3 CMf .CONCRET3 MOM111MfNT fplM1D D —. INI1-16'5,.N, FINAL SVRVEY a DRAINA6E INLET $BEOP =FDGE OF PAVEMENTFINAL TaA VEY a.ns�7000 s.,.„ 55 ®,..05 fZNAL SURVEY6V .6A5 tlALVE �,,,-'4'%'�� Ir, MAP PREPARED ,� MAY21 X�25 9,1 IPf .SRONPIPEFOUND �_- gform y�D QECDI'd Of Q¢Yi5tOn5MAY 22,W2tRo a ON PRC4ERTY LZNE bN B9bD,Rab¢r�r REVISION :ROOF OVI R AA DATE �VJI. >RECYCLED CONGRfTEA66A J�P'� •"'- - 5ef4f'S¢S fA.. Rab¢JT 6�rolAM Bohn 6EN�d1-AMfdOMfNTS uti12z025 INE n 2025 1T_E 20L ' .worw FENCE "„" WM, x—TE"NE - WMR :wATERMEIER �, —,....__._ STAa wao5OD ST roSt, ` ..___.._.._._......_ _. --- wss =wood sTAKt sET ['� ------------ WV WATER VALVE .-- 7 • •END OF DIRECTION'OISTANCE 'C� �, a"=i Y n'nt _—_......__. t0Vvn c)f South�a!d p D >a � -- _ Ao 60 Scale:V:20' 70R NO zw#A 35 DW6 TU22_0135_fs 1 Of 1 � a a� �o. Ov`y 6 P9 <G tit LO �gOD a� R' z Ld L, z_ o a D oIN ¢ mm0 J W d _U U � 25.5' z w 40.0 w IL o � J Ir) '� 2 N O o F— F- U D x 38.0 0O U U) U LL 1 2" WIDE 0 z o POURED d CONCRETE zz 2 FOUNDATION wWALLS a IL Top FND: 40.55 IT I-N z 0 z D BE cl 01 Z N J U 46.5' �s.o z M N z_ ry v V � `0 z O O IL � v � 3 Mo z ° N Q O LO 10 z N (9 O z 6' STOCKADE FENCE N v `E 0 U a 150.00 S81 D 1 6'50"W 0 r LAND N / F ROBERT BOHN ,0 a 0 0 C O OUNDATION AS-BUILT SURVEY DESCRIBED PROPERTY SITUATE SOUTHOLD, TOWN OF SOUTHOLD �f pF N�tv r SUFFOLK COUNTY, N.Y. @' �O .y E 0 TAX MAP NO.: 1000-055.00-05.00-009.001 LOT AREA: 37,122.88 S.F. (0.852 ACRES) �• j DATE SURVEYED:JUNE 1 1 , 2024 y'�Z S FOUNDATION AS-BUILT:JULY 19,2024 .:apng� 0 30 60 L E E Feet u SCALE: 1 INCH= 3 O FEET T N LEGAL NOTES I COPYRIGHT 2024 AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED 2 UNAUTHORIZED—ITRATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYO/SFALISAVICI-ATIONOFSEC-PON7209. N AJC LAND SURVEYING PLLC SUB.DIVISIDN2.OF NEW VORK STATE EDUCATIONLAW 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK C AND.PINION 0 (�[� R{`/s V1 1/�.. j('� PLANNING {/��y. 4 CE LAND RTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCEWITi THE CURRENTEXIS ING CODE OF PRACTICE LAND SURVEYING Y E ING & 1 LANNINV FORWHO THE BOUNDARY SURVTHENEW YORKSTED.TO TITLE OMPROFESS HEALLANDMENTASURVEYORS NC THECO TFI LENDNIS LIMITEDTO LISTED FOR WHOM BOUNDARY SURVEY MAP IS PREPARED.TO THE TILE COMPANY,TO THE GOVERNMENTAL AGENCY AND TO THE LENDING INSTMION LISTED ON THIS BOUNDARY SURVEY MAP Q } Q 9TiE CERTIFICATIONS HERF'N ARE NOT TRANSFERABLE 153 WADING RIVER MANOR RD., MANORVILLE 1 1949 6THELOCATIONOFUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIM ATED IFANY N UNOERGROUNDIMPROVEMENTS OR ENCROACHMENTS EYISTOR ARE SHOWN THEIMPROVEMENTSORENCROACHMENTS ARENOTCOVEREDBY THIS SURVEY U 7.THE OFFSETS IOR DIMENSIONS,SHOWN HEREON FROM THE STRUCNRES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE '0 PHONE: 631-846-9973 ARENOTINTENDED TO GUIDE THE ERECTION OFFENCES RETAINING WALLS POOLS PATIOS PLANTING AREAS ADDITTONSTO BUILDINGS AND ANY OTHERTYPE OF CONSTRUCTION N 6 CNLY SURVEYS BEARING THE HE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMSOSSEDSEAL COPIES MAY CONTAIN EMAIL. INFO @AJ C LAN D S U R V EYI N G.G O M UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS DELETIONS,ADDITIONS AND CHANGES N 9 PROPERTY CORNER MONUMENTS WERE NOT BETAS PART OF THIS SURVEY UNLESS OTHEFWISE NOTED � •••• IO ALLMEASURFMENTSREFERTOUS SURVEYFOOT U IWI °.a was,.aa a°v+tlm aoa• wYa]w�,,,„2„Yw� MAWK 9VMJ PI^4Pw5I^W^1'PIWYxtS ltl _�__�__ M3931 Slb)DdSM31VM OIN0O3d - eod,anans { n a S1N3W3MSV3W AbVIDWS 3 !A NOI1Y'lLdlia3l S.WA3AW a {L �g6•vd9 ntll O _-\YlMIVID 9 S3TSi - �jy,glvl3W �A' ] area , �3:.;L-'.::1'.:ll-`-:,.:v:l r,•..��l.,,r�- �,niinti� i \ 35n-3Z1 d30'u1Y3H 6 &W A3] p'd0 ]Y IZSIO�lS fiY[f•Y3tiv lYlQl �J/ �/ �+�. YlYO 31I5 J �nMm.6h.dw�w N l Architecture and C onstructiori M=>nigein nt Services TRANSMITTAL SHEET TO: FRCM: Building Department Rob,rt Stromski AIA LEED AP COMPANY: DATE: Town of Southold Marsh I4''2024 Town Hall Annex 54375 Main Road PO Box 1179 Southold, NY II97I PHONE NUMBER: CC: 631-680-0I11 RE: JOB NUMBER: 46770 Route 48 Main Road Southold 11971 2I-AR049 ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 5 Signed and Sealed,Site Plan,Floor Plans&Elvations I Application for Building Permit I Fire protection system permit application 1 Suffolk County Health Department Approval REMARKS: )) Ell', E ] WE RO.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(63[1779-2833 Nunemaker, Amanda From: Cerezo, Mara Sent: Wednesday, May 8, 2024 10:32 4M To: Nunemaker,Amanda; Lanza, Heather Subject: RE: Peconic Watersports Hi Amanda, That looks to be consistent with the location and sizing of what was shared with us.We noted that it does not impede with any site plan elements as approved. Thank you, Mara --------------------------- Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: MaraC@southoldtownny.gov From: Nunemaker,Amanda <Amanda.Nunemaker@town.southcld.ny.us> Sent:Wednesday, May 8, 2024 9:55 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc:Cerezo, Mara <marac@southoldtownny.gov> Subject: Peconic Watersports Hi Heather& Mara, As you are aware,they are required to add an exterior stairway ID the building. I have correspondence from Rob Stromski from you that states that the stairway is acceptable anc will not require review by the Planning Board, however, I just want to ensure that the location he proposed to you matches what he is providing to me on the plans. Please take a peak and let me know if the placement is consistent with your review. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 i )v -011 ® ' a ._ - \ .IN architecture, p.c. P.O.BOX I254 JAMESPOR TNY 1194 PHONE(63I)779-2832 FAX(63I)779-28346770 COUNTY ROAD 48 , SOUTH D NEW YORK I �—II �IIIII --IIIIIiI!iIIIIIt ---iIIIIIiIIii --II.I I--------I- IIIIIIII'I I:IIIIII, IIIII'tIIIIIIiI I:�III iIii�IIIIIIII'�IlIIIII,I,II III��IIIIIIiIIIiIIII II iiIIIiII II'IIIIIIII'IIIIIi IIII!I(iii I iIIiIiII' I'�II1i!IIiiiIIII�I''tI'.t iIiI IIItII Ili'II , IIIIIII iI!IIIi IIIIIIII�Ii.IIIII !tIIIiIi;III� I iIIII'IIIIII II i,I!IIII!IIiI I IIIII'iIIII tI'tII'II IIIIIIIIIIIII :IlIIIIII ,I I IIIIIlIIiIII IIIiII IIIIIII!II!;IIiI IIIIIIiIIIIiII� iII'II�IIII'I I,''III''II liIiI(liIIIiIIIliI iIi'IIII I Ii!l'IIi;!II:IIIIIi Iii:�iIIiIIIIII I II IIliII IIIliIiI !iI IIIII IIIIiII jiIiIiIIIiIiIIiIiII iIIIIIIIIiII �IIIIII iIIIIIliIiIIIII IiIIiIliII II IIIIIII IIIIIIIIIiIIIII IIIIIIIIIIiIIIII IIIII II,!I,IIII,':i.!IIIIIIII I'iii li'II'II'l IIII IIiiIIII(I(i!IIIII!:IIIIII IIIIIiIIIIIIII ._II-.--'IIIIIII�IiIIIII- _I.IIIiIiiIiiiI.iiI�I --—IIIIII'II,'IiII'tI!iII I�IiIII!IIIII'.IIi'I-iI- ---IIIII!I!IIiIiIiIIIII-_ --IlIIIIIliII'IIIIIIIliII-. _ --_-II-II-rt-IIiit!IIIIIIIIIIIIIII j I IIIIIiIIiII!IIIIiI ---IIIIII�I ._-__IIIi'ItiI•II -I'IiItIIiI IIIIIIIIIIi I I III I IIiI I�II I IIIIII�i I�IIII II I!IIII tI I IIIIIIIII II,IIiIIIIIIII I'I III.iII!IIIiIIII�I! 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I iIiiIIiIII IiIIIIIIIIIIIII,IIII',', III'IIIICIIlIiIIIII iiII'IIIIIIIlII !I IIIIIIIIIIIIjIII III IiIII IIt'IIII!iiII IIIIiIIi!III !IiI IIII II iIiIIIiIIIII iIII!i IIIIi iii.IIIIIiI:';;IIIil II'IiIIIIIII:i!IIiIiIIi IIIIiiIIl'IIIII I�i IIIIIIIIIIIiIlllIII t IiIIIIIIIIIIl IIIIII'I,'I'''IIIItII i IIIIIIIIIIIIIII'' IIiiIiiIIIIIiIIIIIIIIIIII IIIIIiIII I IIiI,IIIII IIIlIIIiI�II 'I:'iI!iIII IIIIII�IIiIII�i i�(IIII I'i,II'III IIIIIIII�II IIII IIiIIIIIIIIIII:iIiIII. iIIi.iIIIIiI I�IIiIIIl !IIII IIiIIIIII IIiIIII lIIII ItIIIII'II IIIiIIIIIIII � I I'III',IIIIIII _,IIIIliIII III IIIIIIIIII ilI 'IIII'Ii iIIII, i III(IIIIII.iIiIItii I Ii1IiI'llIII IiiiiIiIIIIiiIlIIII III lIIIIII IIIIIIIIII.II II II',l IIl CIiII , :IiIi'IIII III II'iiI''I'IIII II,IIIII IIIII 'II IIIII�I'II I,I IIIIIIIIII �IiIIIIIIIIIIIII!IIII IIIIIIt'IIlIII'I:fIIII l''I II'iiIiII �I''I'IliIIIIIIIII i11'III,iIII IIII i IIIIIII III IIIIIIII III I III'lli,I IIIIiIIIIIII IIIIIIiI' II I I IliIIIII III:IIIiIIl:IiI {II lIIII'IIIIIiI i,'IIIIIIII,I II IIIiIIi IIIIIII . II IliIi III IIIiIIII IiI IiIIliIIII iII!iIiIII'IIII I''I'iII IiIIIII IIIl I;iIIiIII IIIIlI'IIIIliI !II: IIIIIIIIIIIIIII IIII 1leP�tir1ii!g' ' 00000daSi I es o i 8 iu 1 :'n t hu�s oe4 n tlJ .t drM Proposedt lc.Site ite-i. � s RwP PS SoN M n TAl'Y R a ROnv n ocjot 1h S l �ae r tFr i/k e 000 no2£ C o �- �rU f : Peconic Water Sports th a eu tN s I Ij, 46770 County Road 48 ------------ -- S.C.T.M.#I00055 59.hI REVISIONS 0 j , 0— 01 00 i PROPOD FRONT ELEVATION Scale: 1/8' 1-0" PROPOSED RIGT SIDE ELEVATION Scale: 1/8' 1-0" 000000SEAL Q ,GG9 I Copyright 20.2.STROMSKI architecture,p.c.AR r wrii z hYetd os reserved.TheArchitect reserves the right to reproduce this I teration ohese ocuments is a I I State Education Law.These drawings an specifications are an instrument of service and are the propertyof the Architec t. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 SCALE As 3 30 2022Noted DATE CHECKED BY RSDRAWN BY TITLEProposed PROPOPROPOSD REAR ELEVATION Scale= 1/8" s 1-0' ED LEFT SIDE ELEVATION scale: 18 1-01 Building IT ELl I Elevations uv-i 11 S SHEET A - 1 73F6z- (311k Wat r I {II I i Al / Rai�Q6 < 1`� ,• _ architecture, p.c. I' V V a1v 'S� 1?10 • ` •''` � P.O.BOX I254 JAMESPORT,NY 11947 VVV :"iT:�'' i•'••' V • •♦,;i.. �•� � PHONE(63I)779-2832 FAX(63I)779-2833 yY � •,^, •'• \ V v 46770 COUNTS ROAD 48 , SOUTHiD NEW » . •w •Y ' � F � �F.'a f W v ----------- --------- -------------------------- -�- --- ------------------------------------------------------------- _ 1 .•i Y,•"f:�' �9 PROPERTY INFORMATION: ` ' •' \ / INFORMATION TAKEN FROM SURVEY DONE BY NATHAN TAFT 1 CORWIN III DATED II-17-2021 uQ OUTLINE OF BOAT—/',,-, / -- I ;r r Cti•. DISPLAY \ / TOTAL AREA - 37,123 SQUARE FEET (0.852 ACRES) / \ / TOTAL LANDSCAPE AREA - 6,910 SQUARE FEEL 6,910/ 37,123 - .186XIOM - 18.6% o I i I �•'' '•• / - K TOTAL BUILDING FOOTPRINT - 8 g10.5 SQUARE FEET Proposed Site Plan For: I i I ;:/��1 • �\` 2,51q S.F. 8,910.5/ 37,123 = .240 X 100% - 24% p TA `C \ ;! ��• Water Sports I INE OF STORAGE AREA ABOVE i b - - - - - - --- - --------- ---------- -- -- - - - - - - - - -- - - - - - -- - - - - - -- - - - -- ---- - - MARINE STORAGE AREA IST FLOOR MARINE STORAGE AREA 2ND FLOOR i LINE of SETBACKS OF BUILDING ENVELOPE q3 '-3' X 51'-10'+/- 55'-2' X 51'-10"+/- I I I I I � � 1 -- tz I ; __ _ /_- ___-___ _--" --`--- �-+ 46770 County Road 48 Southold, New York S.C.T.M.#I000-55-5-9.I I 421 S.F. 1 �.+ I I I �, ; � x REVISIONS AREA LOADING BERTH '', I 1 I D I � r 310 S.F. COVERED i PORCH -- _`_ � ---- I i - - - I61 S.F. ��_ - - - � .0 _ MARINE RETAIL SPACE '1 I (INCLUDES OFFICE EA)• '1 I f J O 3,600 S S 0 A _ ' SQ.FT '1 I °So. vo I I O W EN'S BAT 1 J'S BATNR I'1 I � 14'-2' X 9'-0' 14'-2" X q'-0" I - - ' OFFICE/BULLPEN SALES AREA 1050 20'-6'+/- X 25'-10'+/- '-- ` O - - I LINE OF PROPOSED 2ND MARINE SALES I SERVICE AREA-I f f x STORY STORAGE AREA 617 S.F. CONE ENC I 38'-2" X 51'-4"+/- �— , I I O 1 1 O 1 I - E WM-- I I 1 ' ; II 1�J 22'-0' X n'-1'+/- i�_ _. 50.- ' - 1 O 1 � VESTIBULE , to - -51/2 - O-Tr 1I-8 X 7-0 C 4 IST FLOOR O MRAGE�AR: ow. 5,000 I I I O n I o 55 0 2ND FLOOR �, O I � �_ + � y I STORAGE AREA: '1 6 4,480 SQ.FT i O I I I I I I 80 S.F. ------ ❑ ❑ ❑ ❑ _ - _ --=- SEAL - ----- �• `/-----------------------------------------��-6�------------------------------------------- APPROXIMATE FRONT YARD SE7flACK OF �-_-- � y O I� ADDDJACENT PROPERTIES: `I-- 1 __J © ANY I I ' --- - - q5 0 x x , "r / I I __ I I 468� COUNTY RD 48 - 68 t -- . I I i PROPOSED FLOOR PLAN Sate: 1/8' = r-0" 46520 COUNTY RD 48 - 60't L� .4 , SP-I 46455 COUNTY RD 48 - 501t '` f 470EB COUNTY RD 48 - 48't LINE OF SETBACKS OF I I BUILDINf, ENVELOPE I I ai o' M•'ry �' i i ---------------------------------------------- ram O 1 M —0 W Copyright 2022.STROMSKI architecture,p.c.All rights -- I�1 reserved.The Architect reserves the right to reproduce this V�� design in its entirety or any portion thereof.Unauthorized A alteration f these documents is a violation of the New York 4'-0' OFFSET FROM State Educoation Law.These drawings and specifications are an instnunent of service and are the property of the Architect. PROPERTY LINE TO These drawings and specifications are not to be used on any CURB FOR PARKING other project,except by written permission of the Architect. PARKING CALCULATION: PROJECT NO. 2I-AR049 -MARINE RETAIL SPACE: 3,600 SQ.FT SPACE REQUIRED FOR RETAIL AS PER NYS BUILDING CODE: DUMPSTER SCALE As Noted DATE OS/09/2022 I PARKIN 14.4 OR 5 PING SPACE PER SQUNG ARE FEET N ENCLOSURE 1 ! DRAWN BY RS CHECKED BY RS ES -STORAGE SPACE (IST FLOOR): 5,000 SQ.FT O �: ' 1 50•00 TITLE SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: 1 PARKING SPACE PER 1,000 SQUARE FEET. (0 3,112 S.F. 5,000/I,000=5 PARKING SPACES -STORAGE SPACE (2ND FLOOR): 4,480 SQ.FT SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: p 8 a O!! \ ( {I n l i' Proposed I PARKING SPACE PER 1,000 SQUARE FEET. 141t8• !G 4,4WA,000-4.48 OR 5 PARKING SPACES g1 16 �J MAY 1 7 f1? 1 S Site Plan TOTAL PARKING SPACES REQUIRED: 25 NOTE BOFIN, 1E,tV'_D1tic DFDT. - O/F CO•' LAC Rol J N/RISES R�v� ArrN BORN Rp UAD ENE U� )� �s � SHEET Colo( OLD COS 002 i SITE PLAN SOUTH a 19, 2 SP-I Proposed Scale: I/I6" = i'-o' sp - 1 'vJ 4R 1 ..X0 il I PI N 01r""" 0 j�LjD S ..,.... ' lr ,p -'MSK1 S X0 I ILA R architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUT ' L' D , NEW YORK --4 C-___--_-___-_-_-__-_-___-_-___--_-____-____-_ - - -=---- - - - -- -- -- - - ---- ----- ----- --- --- ----- - -- -_- _--_---_-=---__ ___- - - - - --------- ------------ -- - - - ------ - - - ------ - - - - - - - - - - - - - -= - - - - - - - - - --_-_-- _- -- - - - - - - - - - --- Proposed Site Plan For: I I f I I 35'-10' I � ! I I I I I Peconic I I I Water Sports I I C11 I I ! 'v I RECEIVED I I r- II �I S�EP 13 2023 i Southo d Town 4-0 Planning Board - - - INE OF STORAGE ARFFF, ABOVE - - - —- —- - - - - - - --- - - - - - - - -2"_HIC,N_STEEL-PIPE GUARDRAIL --- --- -- - - - - - - - - --- - - --- - - - - -- - - - - - - - -- --- —- - - ----- -- - - -0 - - - - ------------ - ------- - - --- - - - - - —- - - - - - - -� - - - - - - - - - - - ------- - r-- I MARINE STORAGE AREA (15T FLOOR) 46770 County Road 48 4,281 SQUARE FEET Southold, New York 5-1 I/2' S.C.T.M.#I000-55-5-9.I I ! I ! REVISIONS MARINE STORAGE AREA (2ND FLOOR) ` O 4-I2-2023 REVISED AS PER I I ENTS 2,720 SQUARE FEET J - �3�PI5EL) AS 1 R `�' I; j n O PLANNING COMMENTS I I - - O PLANNING COMMENTS AS PER ,� 4 PLANNING COMMENTS AS PER - - O PLANNING COMMENTS iSTOME O___�__ ! --- ---- I--I - -- - - --- - -- - - - - - - - - - ! - ------- - - -------- ... -.__ \� J / � O bJEW3 A, 14 O6 ME A N 00111O 13'-0" X 9'=0',f 11'-2' X 9'-0" 0 I OFFICE/BULLPEN SALES AREA - L ` PART Of: 2,651 SQUARE FEET MARINE SALES AREAS I 3B'-21/2' 0 I r CO RENCE M MARINE SALES I SERVICE AREA 3'4' X�n�-2'4- 2,651 SQUARE FEET TOTAL !15TIBULE O ! OII'-B" X T-0' - - - - - - - \ I SEAL CttC—D Ap � I f I I I I -a o o I -------------- --- --- - ---- --- - ------------------------------------------- ---- d f. I I I I I ! I I I I I I I I I Copyright 2022.STROMSKI architecture,p.c.All rights �y reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are —0' �_l� an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 i SECOND FLOOR Scale, 1/16' a I'-o" DRAWN BY TLD/RS CHECKED BY RS FIRST FLOOR Scale= 1/16' - 1'-0" Z A-I Proposed - 6,%2 SQ.FT. A-1 ftprrrwd - 2,720 SOFT. TITLE PARKING CALCULATION: Proposed -MARINE RETAIL SPACE. 2,651 SQ.FT SPACE REQUIRED FOR RETAIL AS PER NYS BUILDING CODE: Building Plans PARKING SPACE PER 250 SQUARE FEET. APPROVED Q� 2,651/250-10.6 OR II PARKING SPACE5 -STORAGE SPACE (IST FLOOR)s 4,2W SQ.FT -STORAGE SPACE (20 fL00R)= 2,720 SQ.FT PLANNING BOARD SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: I PARKING SPACE PER 1,000 SQUARE FEET. 7,000/1,000-1.0 OR 7 PARKING SPA(1S 01NN O SOUTHQLD SHEET I TOTAL PARKING SPACES REQUIRED, IS r� DATE A - I I r TIO F f- 1 OSE 1 A 't h ; 6. STROMSKI i architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUTnOLD ,TT NEW YORK 11971 Proposed Site Plan For: econic Water Sports RECEIVED SEP 13 2023 'NICHIHA' FIBER-CEMENT ARCHITECTURAL STANDING METAL SEAM ROOF 4' WHITE WINDOW AND STAINLESS STEEL CABLE RAIL TRANSLUCENT 'KALWALL' PANELS WITHIN SoUt o Town BEVELED SIDING COLOR, GRAY COLOR: COOL SHELL GRAY DOOR TRIM ANODIZED ALUMINUM FRAMES TRANSLUCENT 'KAL.WAL.L' PANELS WITHIN Planning Board _ - ANODIZED ALUMINUM FRAMES 4' WHITE WINDOW AND DOOR TRIM 'NICHIHA' FIBER-CEMENT - -— - -- - --- 46770 County Road 48 ARCHITECTURAL BEVELED ------ SIDING COLOR, GRAY - _ - - -- Southold, New York -- -- - - -- _ HFUI — © S.C.T.M.#1000-SS-S-9.1 PECONIC MARINE _ - ------- - I - - ----- --- -- . REVISIONS ++ �, - ---- 4-I2-2023 REVISED AS PER -- - - - -- - - --- — -- +t - - 3 REVISED AS PER - ----- -- -- -- — O PLANNING COMMENTS — - - ---- / O PLANNING COMMENTS ER - —— — — - — — - — -- — - -- -- \ ®PLANNING COMMENTS 9-IZ-2023 REVISED AS PER LJ - _N CS PLANNING COMMENTS STANDING ETAL SEAM ROOF WI IN NICNIHA -C 0- \i I I I OVERHEAD DOORS TH FBER EMENT : Gam ' Nic ,:aA' FIBER-DEMENT ARCHITECTURAL WHITE SHUTTER GFJJSTONE' STONE VENEERR GLAZING WITHIN ANODIZED AWMINUM OVV RRNEAD GARAGE DOOR O ANODIZED ALUMINUM FRAMES COLOR: COOL SHELL GRAY ARCHITECTURAL BEVELED SIDING _ COLOR, GRAY \4GENSTONE' COLOR: COOL OCEAN BLUE BEVFLW SIDING COLOR, COOL OCEAN BLUE - NORTHERN SLATE PANEL ALUMINUM FRAMES CARR64(AEPPLIED ECALS TO 0STONE VENEER - NORTHERN SLATE PANEL PROPOSED FRONT ELEVATION Scale, I/S' - 1'-0' 2 PROPOSED RIC44T SIDE ELEVATION Scale, Lie" • 1'-0" O A-2 A-2 0 0 0 0 0 0 0 0 SEAL PRE-ENGINEERED METAL METAL WITH INICHIHA FIBER-CEMENT ARCHITECTURAL , 'NICHIHA FIBER-CEMENT 1• . .,,:,� `S�a, SHADOW-WALL METAL VERTICAL PANELS BEVELED SIDING COLOR: COOL OCEAN BLUE STANDING METAL SEAM ROOF ARCHITECTURAL BEVELED of COLOR: COOL OCEAN BLUE �4 COLOR: COOL SHELL GRAY SIDING COLOR: GRAY ?I ` : L , I I .. I I 1 I I +I- I 4 I I i - I I I j I I III 1 I ; I I j 1 j -- - - - -- -- -- -- - - - Copyright 2022.STROMSKI architecture,p.c.All rights j - --- reserved.The Architect reserves the right to reproduce 's I - —_ design in its entirety or any portion thereof.Unauthorized teration of these ts is a �I` - ---_.__--._--- --- -- ----- - — State Education Law.Th se violation k drawings and specifications are -_--- -- -- - - - - ---- --- an instrument of service and are the property of the Architect -- These drawings and specifications are not to be used on any ------ --- - - other project,except by written permission of the Architem I Q - - PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 ----_--- ____—_ - DRAWN BY RS CHECKED BY RS III' ----- - - - III ti H11111 1 1 HHHHUI I I. = -- -- _ TITLE ALUMINUM OVERHEAD GARAGE DOORS COLOR: GRAY TRANSLUCENT 'KALWAAI_L' PANELS WITHIN ANODIZED ALUMINUM FRAMES Proposed a PROPO°�ED REAR ELEVATION scale: I/8' I'-o' 4 PROPOSED LEFT SIDE ELEVATION scale: I/8" . 1'-oM A-2 A_2 Building APPROVED BY�-- Elevations PLANNING BOARD TOWN OF SOUTHOLD SHEET DATE 12�22 �2G2� A - 2 i O 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I5 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES-(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDI1'ONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST) CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York 11,101 N N o " tel. 651.12-f 2505 fax. b51.127.0144 1 , (GENERAL BUSINESS) adman@youngengineering.com ". 4�t 4 MINIMUM PRINCIPAL REQUIREMENTS PLAN � `" � - •'" ``��" � LOT SIZE 30,000 S.F. 37,123 S.F. (Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer �. ` °.. ��• LOT WIDTH 150' 150' LOT DEPTH 150' 247' Douglas E. Adams, Professional Engineer oR s `P fy 55 FRONT YARD VARIABLE 8' Robert G. Tost, Architect ¢ O� 69. Robert 5tromski, Architect LTSA DRIVE ,- r` ,". "" �� ' SIDE YARD 25' 25.4' BOTH SIDE j ° �'/ ¢� �' tp Gjb� REAR YARD YARDS 3°0 65.4' U:j .,"' R5-1 ' / LANDSCAPED AREA 35% SITEDA TA < 30"x30%'. b 36.9 /° < .y"R S `" DO NO r ,, 1A G,P�6�O MAXIMUM TOTAL AREA 37,123 SQ. FT. ENTER per' Q�G��5� PERMITTED 41� P�� PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT =B GENERAL BUSINESS) �� a i AT�'i 5S �c� LOT COVERAGE 30% ° 0+ � 5ti� BUILDING HEIGHT 35' <35' * VERTICAL DATUM =NAVD(1988) ��G�� NUMBER OF STORIES 2 2 KEY MAPr: -"` �`� ARD�P �� ,,� - ,\ �f�,, E 30"x30" FRONT Y TABLE PARKING CALCULATION ' ten^ „ SCALE: 1"=600' ` �O �o� \5 /,r -LEM` PARKING REQUIRED STO SCTM# FRONT YARD BOAT REPAIR&SALES: 2,651 5F @ 1 STALL/250 SF =11 STALLS J 22 • t .' ,y / ' gSPHAL , 1000-55-5-7 62.6' .;. / STORAGE: 7,000 SF @ 1 STALL/1,000 SF =7 STALLS ii ', 1000-55-5-10 67.5' TOTAL PARKING REQUIRED =18 STALLS .-,R5-1 �' Q�1 ✓` '�'T 2 LLL 30"x30" PMQ '� %i A ` f LLLi MOUNTABLE AVERAGE FRONT YARD= 62.6'+67.5' /2=65.1' L 1- CRETE CURB PARKING PROVIDED ' LL o- DO NOT G�� Z ' '' --LEI R16' CON _ ENTER c23 / ' �O� '' -�� is MOUNTABLE ;y R6� ASPHALT&STONEBLEND PARKING =18 STALLS O —PLANT CENTER ��/" :w ' `i�� 0,1� CONCRE '.` 5 ,< �LL 'b CURB �� + H 1 PLANT ROW r �`- •f' E_LLLI GRg5R5 5-NS '`� ovER-RUN SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER 5PACIN6 ASiff -J j ,.// O O O LABELED ON PLANTING PLAN J' /' R22 r NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR REMOVE ALL PLASTIC AND WIRE TAGS. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF ., 15 o RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY ALL - ,O / G PLAN-SHRUB SPACING ' '�. i, REMOVE ALL NON-DEGOMPOSIBLE CORDS REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: K -s,- -ILL ,i 6'/ ' 6 d a 5' � AND BURLAP FROM THE ROOT BALL, IF LL S Q�G� r, LLLL�LLLLLLLLL �, t O PRESENT. PLANT SET AT ORIGINAL QG �L P .- ° r- N U i a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH / Q� \Svo LL LLLLLLL ,,, .CRC � 'I O � * DO NOT GUT BURLAP FROM SIDES o PLANTING DEPTH ', ir' F� G ' ' LLt Ll. P 1 y w,` o � o OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE � '/ 33 Q � x m..., G'(� ��P � 1 t7 �o N � OF THE ROOT BALL. P `+ N Q LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE ao / 22 � "' - �0V PA �' '" 1 Z J o * SET TOP OF ROOT BALL I" ABOVE alq.nyos+o. •�rawyAxro+ —3" DEEP SHREDDED BARK MULCH ,�� qLT SQL , a 1 �, _ n -i SO LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT 4.ON gSPN n, OL 1p I w FINISHED GRADE. ACROSS ANY PUBLIC RIGHT-OF-WAY. z PLANTING BAGKFILL Q I O � o ry �E`1`1 gµPM A MOUNTABLE �? rrt N � * REMOVE ALL ACCUMULATED 501E OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS CONCRET 2 S rgLLs g 25 4' N MULCH FROM THE ROOT GROWN AREA. ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. WHERE SHRUBS ARE PLANTED IN MA55 ' EXCAVATE ENTIRE PLANTING BED %. CURB �8''� s + �' - 1 * REMOVE ALL WIRE BASKETS FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION + 3 NS ^ ' 16'OHD Q ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 6-0H BUILDING. DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MASS PLANTING LAYOUT 3-g5 SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE NT5 s g PF —HOSE PROTECTOR CONDUCTED IN A BUILDING. ` ! gOLLgRps a'A ° ° w END e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE CONCRE� '` ' 2"x2" STAKE (3 WAY) LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY LEM PF a�g r- _ 1,D_- -Z CURB ,,, .' BFGLN PROPERTY LINE OTHER THAN THE STREET LINE. NOTES: �'; e -�'$`35' - = ',!;;.; MOUNTABLE 2 STRANDS NO. 12 GALV. PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 =-RpOF:Q R COLICRETIC CURB STEEL WIRE (TWIST TO TIGHTEN) FEET FROM ANY STREET OR PROPERTY LINE. * REMOVE ALL PLASTIC 8 ARE TAGS % �' g `�,., s L5 g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM 1 46.5' _ 38.1' ` 111 V EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, TREE BALL, IF PRESENT Gg 1 HOSPITAL,ORPHANAGE OR REST HOME. I MULCH TO BE KEPT AWAY FROM * IN GROUPINGS OF SHRUBS, EXCAVATE TREE TRUNK Suftol�.Count< Department of Health Services AND BAGKFILL ENTIRE SHRUB BED AREA Z / `. 1 } w/PREPARED BAGKFILL MIXTURES. ',' 1 GB Approval for Construction-Other Than Single Family o i 1 j" SHREDDED DARK MULCH o 3" DEPTH /r 1 C-23-0210 360 GPD 3" DEEP SHREDDED BARK MULCH , ,-"j 1 10-gs o ,,- 501E SUAGER TOP W/MULGH Reference No. Design Flow 2 O 11 SEp 2 5TQRy ' Dry Retail&Storage _ Use(s) v - - PLANTING BAGKFILL MIXTURE ` 11 22—�- p{20P0 E� & F - ROOT BALL SCARIFY ALL SIDES OF PLANT PIT These plans have been reviewed for general conformance with Suffolk m S. 1 OAT SAL LS _a o _ Count•., Department of Health Services standards relating � _ B ILDING Q w PLANTIN6 BAGKFILL MIXTURE r to water U ro Q _ _ supply and sewage disposal. Regardless of any •missions, ::, UNDERS<G ;� _' OWLED RS`JAl1A 7ASOtJTiiOLDET STORAGE B SF LEM I inconsistencies or lack of detail. construction is required to he in TOWN CODE SrSl'CTTON ` I E: 9 Zlt0.131(I),ACKNOWLEDGES THAT THE CONDITIONS OF (��65Z I I I `I accordance with the attachedpermit c , AI'FROVAL SETFORTH LN IIIE DER GF A_ EN z conditions and applicable ItESOI.UTIONOFAI►PPOVALp EDE ` IipS HALT tit AojEM T �� standards,unless waived by the Department. royal _ B p PP -III- I I—I �.L./202aARE ACCEPTED(SEE COYD)F-I-7.OVS ON RESO",UTIO G6 o NO qR ! expires 3 Bears from specifically approval date, unless extended or renewed. PLF RIFT ��c TYPICAL SHRUB PLANTING NOT EXCAVATE LOWER THAN pp 1 CONCRET NT5 AI.. .,.._,,, `E ,�� ! h(! o o I BALL DIA. BALL DEPTH. �1 � 12/12/23 �- Approval Date 1 CURB C3? BALL DIA. X 2 ....„.�. TI DATE No C p - �-�— I %GB r ENGINEER'S CERTIFICATION CMF omyrd+marg cBo:.I(D 3 4 14 11 TYPIGP�L TREE PUNTING o 1 c°n a ''` NT5 �"' "I HEREBY CEIRTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL ,�,p� /. R E d._. I SY5TEM(S)FOR THIS PROJECT WERE DESIGNED BY ME DER 12 f -`'= "� IID 761 16'oHD 7 f DIRECTION.BASED UPON A CAREFUL AND THOROUG l�D`Y'bFtT CHAIR?_ y ;";`,.aTe.'it£ ' I i SITE AND GROUNDWATER CONDITIONS,ALL FACI R(�p aE7, , DATE s 1 Ir 16'OHD �.t DEC 15 2023 4s PLANTING SCHEDULE 1 UN ' CONFORM TO THE SUFFOLK COUNTY DEPARTMEN t1`L"TN ER C ��R ved site development 131211011 wbe valid for clod of eigP. ry 18 1 ; 23' 'r"" r ' CONSTRUCTION STANDARDS IN EFFECT AS OF 5 Rk, ." "= a*Q..•.s from the dale of a;proval as r code ) -,1"— o""` �-+ SOu � t Fe secUao 2„L�-t32A. i � - � ' 1 25 TREES 19 1 tl N p o Planning own ` 1 f , pin g r- QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N 1 E „ . " ?; r 0 4_ 9 oard i ' _ .1 UNTA CURB w EgLEND 1 ' y � z s i� j cr 3 AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 3 CAL B&8 b ,: O CRE �I BOLLARDS INTER �' N — ;f+� fi �o .r t, 1 W HOWARD W.YOUNG,N.Y.S.L.S.NO. 7a:3 �c 3 AT ACER TRUNCATUM 'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B - I SEASONAL '�' ' STORAGE p . .�{ �p to THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 4 GB GINKGO BILOBA GINKGO 3"CAL B&B / , ';� 3-1 ' N =_=--_ SStQ��` 1 r-1 W p 1 ________ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 3 9 L5 LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B f,; 1 STALLS t M = '% 110 D 8"0 GALV. STEEL PIPE. 56 Ti' THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. 8&B ' = 1 9'-� i• = �` r FILL W OONCRETE --- cr; SURVEYOR'S CERTIFICATION N * PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. -n ' w c SHRUBS - - ___ QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT ; `f '. f (.1TABLE ` EM" BUILDING _ .jJARa �'� 0 13 BS BUXUS 5EMPERVIRENS 'SUFFRUTIC05A' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT •' - �. ;', MOU CURB - ^ •� ^ 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT 5-NS Cp1,1CRET ,� Cj , � 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT , / ', ,/. N g�j�F -`_ -_ \ ;, illy 9 JUNIPERUS DAVURICA 'EXPANSA' PARSON(JUNIPER 5 GAL CONT TO IPF LEM \ 9S� 3 18 OIH OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT %j f'i %' �' PROPOSED 6 .S FNCE HOWARD W.YOUNG,N. L.S.NO. 893 FLOWERS i '' .'r ', 150 S-VOCKADEFE CORNER GUARD PLAN SYMBOL TYPE SIZE ROOT 581°16 50��W OF 6 FT.KIGIANs, PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT DOUBLE ROW GREEN TAE) cMF (USA PLICAT AR80RVI AN GRASSES &GROUND COVER ,- r f ormerly (GREET DI1' O C. GAPPED W CONG. MAP PREPARED FOR SYMBOL SEED MIX SEED RATE _ - / mer�`1 1 now o PLAN GROWN TO SHED oho Bohn,Robert�• PECONIC WATERSPORTS {or PLC Robert J Bohn WATER LEM LOFT'5 ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET / n or eg o•, I Bohn&Carol Ann IRRIGATION _ - d En�erprte R 80 Zoning u$e R-80 at Southold, Town of Southold Qua ritng use I 8"4) 6ALv. STEEL PIPE. _ Suffolk County, New York ^' AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED �0 1 FILL W/GONGRETE N PLANTINGS AND LANDSCAPED AREAS. I FIN. GRADE — 2 — N \ LANDSCAPE & ALIGNMENT PLAN 14 IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. 1„R PAVEMENT 0 FIN. GRADE SURFACE � � � SH�EDWW�TOER County Tax Map District 1000 Section 55 Block 05 Lot 9.1 NOTES CONCRETE HEADER \6 ° THE APPLICANT PROPOSES TO: �►�, �_ _ PAVEMENT MAP PREPARED AUG.09,2022 SURFACE ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20 %OF THE TOTAL I m M �? � _ Record of Revisions NITROGEN IN THE MIXTURE; , " REVISION ASPHALT °' STONEBLEND IS GONG. FOOTING DATE USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT ° _? _ PAVEMENT - GENERAL NOV.10 2022 APPLICATION OF NO MORE THAN z LBS.PER 1,000 SQUARE FEET PER YEAR; - ° `p ' MOUNTABLE CONCRETE GENERAL DEC.12 2022 CURB 4000 PSI EXPANSION GENERAL MAR.29 2023 6 x 6 WIRE MESH °- Y JOINTS 20' D.G. GENERAL MAY 18,2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st REINFORCEMENT PB COMMENTS JUNE 13,2023 AND APRIL 15t; s 74 t CONCRETE CURB 4000 P51 PB COMMENTS JULY 03 2023 - EXPANSION JOINTS 20' O.G. PB COMMENTS JULY 07,2023 6"STABILIZED NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SCDHS NOIA�'#1 JULY 14,2023 a SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. SOIL BASE ti, v,, ELE�/ATI ON MULTIPLE AUG. 16,2023 W �!�;!!� �8 I �8�� THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF �-j SCDHS NOIAV#2 OCT.03,2023 m PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. a CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale: V = 20' NT5- NTS NTS JOB NO.2022-0135 DWG.2022 01135_sp2 1 OF 5 1 i () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LILIES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 5URVEYOR'5INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(S'i)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITE APPROVED BY (5' MIN FROM ANY ✓ GEN-SERIES UNIT DOOR OR WINDOW) PLANNING BOARD FUJIGLEAN 400 Ostrander Avenue, RNerhead, New York IIg01 �O� / tel. 631."127.2303 fax. 631.?2'1.0144 / °,M ".• 'CD ' odmin@youngengineering.com 15' 4 PVC, ® 4 PVC @ TOWN OF SOUTHOLD b�x,,/ 2.0046 MIN. RISERS GONERS 1.00% MIN. -/ `' `" �' 4040 ao:' 40.07 ' INLET ADAPTER 45 OUTLET SOLVENT 4�•�•� �.�" 40. / o WELDED TO 4 LONG WITH SAFETY LIDS HEAVY DUTY AND DATE -( 1, �� j ",e `°"' " " 4010 40.o Q STUB OF 4" 5GHEDULE / 'd6 40. 4 P� E Howard W. Young, Land Surveyor MFG BY TUF-TITE OR LOCKING CAST IRON "" ` �, qe gQ O 40 PIPE CONNECTED TO Thomas G. Wol ert Professional Engineer 2 STORY PRECAST , ''� 40.1 JQ (F C GAPPED VIA 4" 50HEDULE 40 p g BUILDING APPROVED EQUAL GONER TO GRADE TOP SLAB . r1 ,, 5,� N ADAPTER d PLUG OR GAP FUJI GLEAN GEN UNIT FFEL=40.50 °r OR DOME92-0 ki,PS ,r ,.,' / o� ��ti g 9 ,. F ao.a� G G Douglas E. Adams, Professional Engineer RIM=40.25 �P ,„. �GPSG GAPPED VIA 4" 5GHEDULE 40 RIM=3q.50 / �, �P '` • P�O�� _� �4ya+ 3 ;01` �O�P�� GLEAN-OUT WITH b" ADAPTER PLUG OR GAP Robert G. Tost, Architect SDR35 RISER Robert 5tromskl, Architect 5 026 G 4b.95 `'I � IE=36.58 � n ,-''.-' 2�7 b�1 "' c 40.70 ` G � '� 3 VENT , .y� Q Q� ..� % / 1 FUJICLEAaN INLET ADAPTER 45 HEALTH DEPARTMENT USE HOLE IE=56.11 IE=56.00 �� '`�� Pie °° �.' / \ 1 W E Rgl? 4 / 40.7 t 4") SCALE: NT5 > IE-36.28 ' ' �° v CONNECT 3 PVC, VENT LINE ti - s 4051 \ l Suffolk County Department of Health Services TO VENT HOLE IN <�WST SEE DETAIL FOR % 6pe E� ,� `J G/ a 1 Installation Guidance FujiClean Schedule 40 PVC 45-De Inlet Adapter �' CSC o� a0.1 i:; ,: csg / " ALj 3e.so �_.5_ ,� Approval for Construction-Other Than Single Family OWT5 COMPONENTS 5 kv ,. / ASPN i.The FuijiClean 45-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will Ti T' �,,._^^ � • / _ t1 ' accept standard schedule 40 PROVIDE GLI°AN OUT AT o' O 95 / / v 2.The top of the Inlet adapter has a 6"opening that can be fitted with an 6"SDR riser pipe and cap as a FACE OF BUILDING s� \: /� Q 39 % p p 9 Pp p C-23-0210 360 GPD / 0 L1 cleaneut. Reference No. Design Flow / A �1 39� _/_ 40.2 / 2 ALL g s C r Q -I E TABLE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter AIR LINE TO BLOWER o ,w �.11 �P�i /,- 0, / LLL �, s' MOkjN CtJRB 8 plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent - N 6 i Fj• / 40.15 LL CRETE S welded into the adapter port.. ( � Dr Retail & Storage " _LL ,! CON Use(s) Y 9 �,/� ;(�, ), 1 4.The FujiClean inlet adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 500 GAL. I/A OWTS j" ' 3 2 / 39.9 _ _ 1 ABLE p# �`• j" �� , L!_ MQUN G FIEL 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush These plans have been reviewed for general conformance with Suffolk MDL. GEN-5 MFG. BY FUJIGLEAN USA " ." 3 �� / +38.66 L-L C ETE EACNIN X 7, DEEP on the FujiClean unit. �'„F / ✓ CON USE:L DIA. " / / m `` ♦ LLL OLS 10' 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to County Department of Health Services standards, relating to Water „ LL-1, CURB (3)PO support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit. PROPOSED®� CB 395p IL._LLL" RA55 ' 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. Supply and Sewage disposal Regardless of any !1T)ISSiOnS, -� � ELE IC 39 '0 G PAVERS 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS 3 m CTR TE_39 5p-� F PAV cs AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY inconsistencies or lack of detail, construction is required to be in 3s8s SER�CE t GRA g504 TNT ` OVER-RUN CE RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR c1cC(JldanCe with the attached permit conditions and applicable IE= GAS SERVI SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 39.70 6 ` pp0 SED 8.The following are instructions on how to make a solvent weld for attaching , standards ' BOT=26.00 40 s gg°tea r. PR g g piping to the FujiClean inlet , unless specifically waived b the Department. This approval 39• �JER. ! ` adapter fittings. p } } p pp HYDR,AULIG PROFILE ,��° - " _LL GRAssPA 4p1g �� - \ 40.50 �, expires 3 ears from the approval date, unless extended or renewed. r c s t L L RUN a 2�j O 1.Square pipe ends,chamfer and remove all dirt ID } pP 1 B' ., 8 40,53 LL OVER- 39.90 `' 40' G 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way into the adapter.If pipe 39.59 ti y. \ _LL ^1 bottoms,it should be snug. 39.3 \ 4028 L_LL'_ 12/12/23 LL_L L LLL " AR-1 e' O 3.Use a suitable applicator at least'/the size of the pipe diameter.For larger size pipe systems, SANITARY LEAGHIN& POOL 3 i''d ;, L L _ LLLLLLL - TRIBU' �! \ use a natural bristle brush or roller. 314 SFSWA P 40 44 L LLLLLL 1.- ' s UNpARy fl / n 4.Clean pipe and adapter with a listed primer.(Do not use primer on ASS pipe and fittings.Use Approval Date 40.25 cP m _LLL t- SO I, CID O Clear Cleaner only!) 39.83 40.19 - t 20 I6, c N ¢ 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. ' 40Op \ 10 O O 6.Apply a thin coat of cement to the inside of the adapter;avoid puddling of cement.Puddling DRAINAGE DESIGN CRITERIA & CALCULATIONS 1 4002 ALT ` 40.70 P FVO 3 n -s can cause weakening and PN I FE 9 O O g premature failure of pipe or adapter.Apply a second coat of cement to nna d o" (`I91 Q 39 77 A ` / 40.20 O? 1ti the pipe. N�•bl 0�P� ,pA OUNTABLE m P ! � �O Q 40 gp C D 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both V=A R C 5, SED 4p,50 4p 90 � tcl v, h 3 parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF G C NCRE 1N PRoP� Ry 40 00 �O 4040 4040 • ! N w (Oy 8.Push pipe FULLY into adapter using a%turning motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND z d GWATER euB m , sA�I�A _ 40.90 9.Hold pipe and adapter together for 30secendsto prevent pipe push-out-longer at low G temperatures.Wipe off excess. NOTE 16' 0- TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL=7.0. LOCKING CAST IRON TRAFFIC EXIS�VN�CETp BE 3a 2+ 4p2p hySfEM • - - 0wo r 40.65 COVER TO GRADE -N BEARING SLAB 5ER po0E0 \39.70 NI ET '16'oND 8.18 degrees Fahrenheit before pressure testing up to 160 psi.Longer cure times may be required at c" ASO 5 F - I 45 A0. � temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH SEWAGE DESIGN CRITERIA WA R � 39• m DA R o H McDONALD GEOSCIENCE AIR. ALL CONNECTING DRAINAGE PIPES ARE 15" DIAMETER HOPE. 39. 11/15/22 NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient GROUNDWATEF.MANAGEMENT ZONE =IV(600 GPD/AC) ME�R p 30 WATER SUPPLY =PUBLIC \ D p ,�, 4115 temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 SF } s•�• SED BOLLAR 40. p 3p+ 39 w END 40 65 MIXED 0•0 considered when determining set up cure times. REQUIRED VOLUME ALLOWABLE DENSITY=0.8522 AC @ 600 GPD/AC =511 GPD PROPO R ("PT m 40 0 o NCREIE SAND Q DENSITY CALCULATION 2IN W A g--.• co LOAM ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 =896 C.F. MIN. SERVICE ' OV`►TS >I __:�j•-35:1' D`-.-}--=z; � CURB BEGIN 1.0' _ p' + A CONN CURB BROWN ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. OVER A• -.,4. 1 ;. :-R,06: .- CRE SILT LAWN: 1,881 S.F.x 2/12 x 0.10 31 C.F. RETAIL: 2,651 5F @ 0.03 GPD/5F =80 GPD m C 3930 `� 1 -b- e - $ (ML) 2 0 TOTAL REQUIRED = 1,369 C.F. STORAGE:7,000 SF @ 0.04 GPD/5F = 280 GPD d GRATE'35 30 m 1 381' YELLOWISH �- PROVIDED VOLUME X 4 DIA. SDR35 PVC � �� Q IE= • VENT eRowN - TOTAL DENSITY =360 GPD Q PIPE @ 1.00% MIN. -j z _ `" / FINE �0 x =- GAST IRON FRAME 4 COVER USE:LEACHING FIELD#1 O d z o•y� t / SAND >.-a-`. CAMPBELL FOUNDRY PAT. NO. v-N - 00 000 (3)POOLS 10' DIA.x 7' DEEP - 1,437 C.F. DESIGN CALCULATION '" z tx o r g �� BLOWER ► ----_ (5Pj ;y oo0o0 340'7 OR APPROVED EQUAL. ry Q D z Y Q V oo 0 �, ---38------ - 14.0' 8 000 v W z - �� ° \t +37.94 1 PALE BROWN T 0000000 TRIBUTARY AREA#2=5,451 SF RETAIL: 2,651;iF @ 0.03 GPD/SF = SO GPD Q Q O �` �tOL e I FINE TO ,; m M 0 m _ CON o COARSE y Q 00 REQUIRED VOLUME STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD wo 1 PANEI- +38.48 TOR SAND �-- ;'y U Q TOTAL DENSITY =360 GPD - OSED 2 S uu uSSS ROOF: 1,397 S.F.x 2/12 x S.F. = 233 C.F. „ OF > I (5� QO 0000 4000 PSI PRECAST CONCRETE Q ❑® DR ON p \ PRO OAT SAFES & 1 p r 11.0' - UO 0000 BOX AS MFG. BY SUFFOLK ASPHALT/GONG.: 2,830 .F.x 2/12 x 1.0 =472 C.F. +3 . 7 - • : LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. SYSTEM DESIGN � �❑❑ UILD � REQUIRED =725 C.F. C +38.75 o h B i IN� . TOTAL RE REQUIRED OW'r5 CAPACITY =360 GPD v B 1 5� y ENCOUNTERED '":a-i:,.' `' CEMENT OR APPROVED EQUAL. ®❑® O CON 5-`ORAGE� 65- -`RIBS ,: PROVIDED OWT5 CAPACITY =360 GPI) LEACHING FIEI-D#2 -N DER i s - - BOUNDAR7 1 PROVIDED VOLUME `r� lc x) USE:LEACHING FIELD#2 USE X 6 DEEP �"J o 6o BASEMEN \ DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. LEACHING REQUIRED= 360 GPD/i.5 GPD/SF =240 SFSWA m 10 (2)POOL510 DIA. ASPNA p �- \ T \ 1 STONEBLEN BEGIN N FFEL=40.50 LEACHING PROVIDED= 10' DIA.x 10' DEEP POOL =314 SFSWA HIGHEST EXPECTED GW EL o 0 39. 0 7 40.90 CON EXI5 TO BE REM it 4000 P51 PRECAST CONCRETE 4015 39.95 CREW \ TING OVED TRIBUTARY AREA#3=10,177 5F 9 39' 0 4()40 CURB /�SER�CE __ TRAFFIC, BEARING TOP SLAB REQUIRED VOLUME 6' PENETRATION INTO A VIRGIN N 3 0 `` �l _ AS MFG. BY SUFFOLK CEMENT OR APPROVED EQUAL. ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. O N o 400 STING 2 �' _ , � - ROOF: 3,193 S.F.x 2112 x 1.0 532 C.F. STRATA OF SAND GRAVEL u o l ',t19 39.75 \ 5TORy BUS EDG, �- - G z TO BE REM , * 7_: 0�- 3MF02 STONEBLEND:6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. SANITARY LEACHING POOL = / +--- i �26 LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. , o __L- 39.37 1 TOTAL REQUIRED = 1,690 C.F. 37.99 = FFL NT5 � Q z V �,q � a_,- � -- 1 :_ i3'7.9016'OHD I 16'OHD tt y R', 4000 P51 PRECAST CONCRETE PROVIDED VOLUME S BOX AS MFG. BY SUFFOLK USE:LEACHING FIELD#3 il' 0 40 _ 40 90 a I I CEMENT OR APPROVED EQUAL. NOTES `" =- 1 to :' (�4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. 1. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. �I 4040 i y 39 88 t' 3948 1 ELD#3 I 1 / DRAINAGE PIPE 2. THE DE'.51GN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE 39.63 11SE:iCEA04111, I x7. DEEP OO-H 1 = 0 OWT5 AND LEACHING 5Y5TEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. N Ci MOUNTABLE 4y¢pOL510 DIA. � e 1 7p � O O CURB ( 1 STONEBLEND No Q ' 1 D 37.06 3. THE 57'5TEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVI510N OF A FUJIGLEAN USA REPRESENTATIVE. O CONCRE BOLLARDS a, 1 _ __--37.2 Q° o ENGINEER'5 CERTIFICATION i / __ ,r, -y ~: 4000 P51 PRECAST CONCRETE ��9 - - H 3 ti` BOTTOM SLAB W/ SUMP A5 I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39 5 p �i\`I 1 _+_--- r n i 70 aCIO 4; MFG. $Y SUFFOLK CEMENT OR SYSTEM(5)FOR THIS PROJECT WERE DESIGNE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/A OWTS 3970 t 393 2 / / 38.20 �` i _ o p APPROVED EQUAL. DIRECTION.BASED UPON A CAREFUL AND THO G ('t::1, REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY CODE. 45 39•37 `_ �\ i- O tTti SITE AND GROUNDWATER CONDITIONS,ALL F ,r '� I 39. 39.1� '~ f; O \ Z CONFORM TO THE SUFFOLK COUNTY DEPARTMI c % V-"', �- 0 ti 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). +37.46 % ,,r Q\ :4 �- W kc, --2'-• CONSTRUCTION STANDARDS IN EFFECT AS OF , ?+.. 's • ._P 16 in " ` ins acted O C6 3.1 I C n r Z° 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE SUBJECT PROPERTY. �. G A 4:07 4.:-i m ` _3 5, a J 70 I.WALL REINFORCEMENT WILL NOT HE REQUIRED TO A DEPTH OF q'-O". ee •��- � . :'= ,�37.64 ._.•- �""- 38 32 2.DEPTHS GREATER THAN 4'-0"SHALL HAVE WIRE FABRIC.CONCRETE HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n ,�, i^14 d?f �.` i r6 .. � � '� 39. 2 = '" �� g8,07 REINFORCEMENT 5"xl2",I AND 2 MIN.VERTICAL WIRES-12"o.G.,I/2"MIN.COVER. THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 '�'tc- �t r t _....38. 7 - ==_ MOUNTABLE ��°, 4Q C�1DU� �� • CONCRETE CURB I DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897SSICJN _ CATCH BA,51 N 2 x 4 FLUSH GRATE h _ EXISTING 5ANITARY nON BUFF ` - _ o -1/2' VEN-ILATIDN PIPE TO BE ABANDONED _ �� NTS i CHAMBER Volume(gal) S ORRET`kMD ED IN ACCORDA ANSI �� SURVEYOR'S CERTIFICATION TANDARDS TIP, IPF SCUM BAFFLE B SCDHS 5 35.75 __-_- _ N 1 Sedimentation Chamber 277 WITH r Anaerobic Filtration Chamber 278 wDF PROPOSED 6 FTCE DEC 2023 -7 -0 © Aerobic Contact Filtration Chamber 127 150�� STOCKADE FENIS flF Stora a Chamber 63 - b RECIRCULATION ® g I �OtJi:"101d Town L"�/'�RL7 �'� I AIR LIFT PUMP nW 1-1/2" WEARING COURSE O % N Q Disinfection Chamber 4 o 5 _ i -DISINFECTION IS CYLINDER (OPTIONAL) Total Volume 749 " - > = 4 N © SS1 16 2-I/2" BINDER COURSE Planning Board a "� �.k:• x• r s. C? C7 o CMFyw� %y� z �, ''rf S ;1 36.68 -- ----- w�----- ---- ti.. 4' INLET PIP ' OUTLET PIPE / erl ti SPECIFICATIONS _ now or f orm Y G i, ,x n (n " / n art A ® A Anaerobic Media PP/PE Filling Rate 32/o � . Bohn Rob °. ;... t1't p,^ , �.� = J / \ Ohn DRAINAGE ��:�- r Q 4'-0 Board Type Aerobic Media PVC/PP/PE Filling Rate 160/" {Orman y LLC 11 Robert J Caro' Ann Bohn e Aerobic Media PP/PE Filling Rate 57/0 ,, no.. eS C Bohn& a0 PIPE �4 93 .{©� '-EFFLUENT Blower 2.8 cfm -/ d Enterer e R-so Zoning use R- k -, . ;x HO ND S R'i AIR LIFT PUMP Tank FRP " INLET BAFF Zo a CAST IRON FRAME COVER © Piping PVC/PP/PE 1 Ql C r '- GAMPBELL FOUNDRY, PAT. NO. Access Covers Plastic/Cast Iron �Ri G t NEE P R 3 �E R T 3 F 1�_A 4l',�'N �'F° L!fd E� 1 .� •, �„ �i 100TG OR APPROVED EQUAL Disinfectant(Optional) Chlorine Tablets \. E RECIRCULATION F'IPE LOW BAFFLE /2' AIR INTAKE t µ 1." �� T 9 t "AT r �i NOTE: ALL CONDUITS BETWEEN PANEL AND 'i ; ' /,- % ON INSPECTION POOL ONLY. MAP PREPARED FOR FLOW OPENING (TYP. (CLEANING OPENING) B Cyr I RI ri s L LA T'C N tJ N T F`ti E t �t s TREATMENT TANK MUST BE 5EALED TO PREVENT GAS LEAKAGE INTO PANEL. � PRECAST CONCRETE PEcoNrc wATERSPORTs PLAN VIEW Qr. I/A OWTS b" RECYCLED CONCRETE TRAFFIC BEARING SLAB AS ISINFECTION a' MANHOLE ��;L �F r*R�*,At UFOR E ALARM�GONTROL PANEL MMMUNICATION IDL#104504o BASE COURSE (NYSDOT SPEC) MFG. BY SUFFOLK CEMENT , own of Southold E 18, MANHOLE (TYP}- 16' MANHOLE (TYP 24' MANHOLE (TYP OR APPROVED EQUAL. at Southold T CYLINDER (OPTIONAL) LOW OPENING CONTROLLER "C" MFG BY 5JE RHOMBUS 6 STABILIZED SOIL BASE � EJ Suffolk County, New York ' METER _ ALARM/CONTROL N INCOMING SERVICE PANEL MDL#1041cf72 A<SPHA�LT PA<1lEMENT SECTION T- N 1'-02• OARD TYPE GRA I o - CONTACT MEDIA CONTROLLER "A" NT5 D NG, DRAINAGE & UTILITY PLAN t r - MFG BY 5JE RHOMBUS S r = DED I GATED 15 AMP BREAKER D CONTROL PANEL MOUNTED County Tax Map District 1000 Section 55 Block 05 Lot 9.1 © N 4"x4" PRESSURE 2" STONE BLEND o TREATED WOOD POSTS 8\,ROVT AROUND 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY Q ENTIRE PIPE D MAP PREPARED AUG.09,2022 #12-2 AWG WITH GND IN I" PVC, CONDUIT Record of Revisions 5'-5' © 5'-5' ECIRCULATIGN MAIN u = ASSEMBLY i m < ' ` SERVICE i INSULATED " e PRECAST CONCRETE 4'-4 4'-3 ® 4'-2�. PANEL ELEC. CONDUIT I AIR WEATHER y DRAIN RINGS AS MFG. REVISION DATE OWT5 WIRING PER MFG. BLOWER E5ISTANT tl1 GENERAL NOV.10,2022 M j BLOWER % i /; Q BY SUFFOLK CEMENT GENERAL DEC.12 2022 O \1 OR APPROVED EQUAL. HARDWIRE GENERAL MAR.29,2023 EROBIC MEDIA ENCLOSURE j, / „ ��j a❑❑� ` ti << ! GENERAL MAY 18 2023 I FIN. GRADE '„ / `.; !`�! PB COMMENTS JUNE 13,2023 ®❑® PB COMMENTS JULY 03 2023 ERATION ASSEMBLY ELECTRIC SUPPLY FIB�II RECYCLED CONCRETE COMMENTS JULY 07 2023 _ TO BLOWER BASE COURSE (NY5DOT SPEC) 10' SCDHS NOIA#1 JULY 16,2023 SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN \TO FUJIGLEAN MULTIPLE AUG.16,2023 CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX b" STABILIZED SOIL BASE (V SCDHS NOIAk2 OCT.03,2023 PANEL AIR LINE TO Gyl EL 20 0 10 20 40 60 ELECTRICAL SUPPLY FUJIGLEAN OWTS I/A OATS MDL. GEN-5 MFG. BY FUJICLEArN USAF ELECTRICAL ONE-LINE DIA(SRAM CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEArCHING POOL Scale: 1" = 20' SCALE: NT5 NT5 NT5 JOB N0.2022-0135 DWG.2022_0135_sp2 2 OF 5 I i (i)UN U A ZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOt1AL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING FIXTURE SCHEDULE SURFACE Y417H 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651.127.2505 fax, 651.72-T.0144 TOPSOIL 4 SEED OR 50D w,,_ _� _ ��_ w � _ _ admin®youngengineering.com SYMBOL DESCRIPTION FILL GRID 5TRUGTURE 4 5'WITH SHARP $�► J Y��+yyj(� �f 28 WATT LED VALUE SERIES SQUARE GONGRETE SAND MFG. BY NLS LIGHTING I/ / ",_w •� v 'J CAT.NO. I, + Howard W. Young, Land Surveyor / (VSS-S)-T4-16L-53-27K7-UNV-WM-WHT-AHS s 34 Thomas G. Wolpert, Professional Engineer 28 WATT LED VALUE SERIES SQUARE n 0 Douglas E. Adams, Professional Engineer / MFG.BY NLS LIGHTING CAT.NO. TYPE HGT. LUMENS L.L.F. C.C.T. QTY. � (VSS-S)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC WALL 15' 2,Oi6 1.0 2700 K 6 ' ---� Robert tr m s i, Architect Robert Stromski, Architect GRA5S PAVE UNITS 4.42` NOTES MFG 5Y GRA5SPAVE2 I , " OR APPROVED EQUAL +' LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& �� ' �^„'^.�"•.�.��1Ya.��J4f0.Mm��u.=Mg�_TY„~�,ry�.�f��.�.M6�,�, 6 STABILIZED SOIL BASE 73.5 z PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS -- P- - �- - •• �----�-- a OF OPERATIONS AND COMPLY WITH THE TOWN OF 6RA55 PA1(Et�'S SECTION J+ SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING " ... m HOURS OF OPERATION IN-SEASON 8am-8pm Installation of Grasspave2 Units PATH, Off: LEA ,� � �� N� `• rF� PATH OF F'FIONT OFF-SEASON gam-5pm A.Install the Grasspave2 units by placing units with rings facing up, , fif• " " ,A * OVERHANG and using pegs and holes provided to maintain proper spacing and r � � '� TOTAL LUMENS OF ALL FIXTURES= 14,896 , interlock the units.Units can be easily shaped with pruning shears or +� v, � knife.Units placed on curves and s'opes shall be anchored to the base course,using 16d Common nails with fender washer,as required 4k * FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 mm(0.25"to 0.5")below the surface of adjacent hard-surf ace + ' r FIN.GR. MIN. MAX. AVG. pavements. B.Install sand in rings as they are laid in sections by"backdumping" o.00 2.25 0.31romumprommoun1.� �IN. TUPN;N' I buckets tractors, . . _ .}t '1____...., ..------ WALL LIGHT which hen exit the site by driving rings already filld with RADIUS=45 n....,.. .s i NTS sand.The sand is then spread laterally from the pile using flat , ! bottomed shovels and/or wide"asphalt rakes"to fill the rings.A NOTES:«r* stiff bristled broom should be used for final"finishing"of the sand. MIN. ! The sand must be"compacted" by using water from hose,irrigation ! heads,or rainfall,with the finish grade no less than the top of rings ASSUWD S TEFRUNG ANGLE and no more then 6 mm(0.25")above top of rings. PATH OF RIGHT -` Is 28,41' Installation of Grass !REAR WHEEL ASSUPAED TRACTORITRAILER (Choose one paragraph below to meet grass installation method + ANGLE 1S 6$V desired.) GTA�-°CENTE'PLINE TURNING A.Install thin sod directly over sand filled rings,filled no higher .•� ! than the top of the rings.Sod strips should be placed with very tight !' 4 ! RADIUS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root ! establishment(minimum of 3 weeks).Sodded areas must be ! protected from any traffic,other than emergency vehicles,for a ! t period of 3 to 4 weeks,or until the root system has penetrated and + + + + established well below the Grasspcve2 units. ! N A ti B.Install grass seed at rates per grass type.A light"dusting"of ! A� 0 �° 0 00 0.00 000 0,00 0,00 0 0 ! � � commercial topsoil mix,not to exceed 1/2"(25 mm)can be placed ! ;v•; above the rings and seed mix to aid germination rates.Seeded areas ! + + + + + + must be fertilized and kept moist during development of the turf I � .: ;.• 0 0,00 0,00 0,00 0,00 0 0 0,00 00 plants. ! t Protection ! O (Choose one paragraph below to match grass installation method.) ! 100 0,0 0,00 0.00 0,00 0.00 0 00 0,00 0,00 0, 1 00 0,00 A.Seeded areas must be protected from any traffic,other than I RECEIVED W � E emergency vehicles,fora period of 4 to 6 weeks,or until the grass 8 J' 1 E A r)RO ft-p� v is mature to handle traffic. �J 1/ i.V i ,1 flfil 0.00 oIo 0100 0 01 0 01 O o1 0101 0,01 01 0102 0102 0,02 OI 0,00 B.Sodded areas must be protected from any traffic,other than DEC, t J 2a23 PLANNING B(?,e,RD UU 1 1 1 1emergency vehicles,for a period of 3 to 4 weeks,or until the root system has penetrated below the 6rasspave2 units. 0 0 01 0 01 0,01 0 02 0,04 0,06 0,08 012 01 0,10 0 0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE "`"`Ir `I,Vvn TOWN OF SOUTHOLD 0.00 0,00 0 � . � Q,,I,,r� ;:,;,rd • SCOURGE:NEW JERSEY TURNPIKE AUTHORITY � DATE '00 0.00 01 , 0, 0,05 07 ,""0'17 0,24 0.27 0,31 0,31 0,3 0,18 06 0,01 � + + + + � `+ + + + + + + + + 0,00 0,0 0,00 0,01 0 w 018 0,45 0,57 0,66 0,65 0,68 0,60 0,49 0,35 0, 5 0.01 0,00 0.00 01 0,01 0,02 0,12 0,33 0,50 1,07 1,50 1.06 1,23 1,14 0, 0,35 0,0 0,01 + + + + + + + + + + + + ' 0,00 0,01 0,01 0.01 0,03 0,12 0,32 0 1,41 1,93 2 0,7 ,35 + + + + + + o a + + 0,01 02 0,04 05 0,04 0,1 0 0, 40 �2 + + + + + _ __-- - ENGINEER'S CERTIFICATION 0,01 0, 3 012 0, 0 31 0 39 0, -- 139 / `p "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL i {2OOF O w . , • j E // , f SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME R_VNDER A1' + + + + + + ,� / DIRECTION.BASED UPON A CAREFUL AND THOROUG i�T �y OF;THE 0,01 0,0 0,14 0 4 0 58 0,89 67 �,' / SITE AND GROUNDWATER CONDITIONS,ALL FACIL I`IES'AS PRUPOSE6, / CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F"HEAGI$f F ° CONSTRUCTION STANDARDS IN EFFECT AS OF T9' AqL;'„ 0.01 0,0 016 0,36 0,72 1,24 r•^' ,gyp' `a Pa d~ � �i� }/�/ j. A •FZ S U 2 5T ✓,. / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n q �� 0,01 0 01 013 0,40 0 81 1,54 pROpOSED d ^° + THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 "�'�.� ��•� �C�4 E5 & DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897SSICS') '� SAL ,/ ,�• + + + + + g RATE BUILDING 0,01 0,14 0,41 ,72 1,21 1, 5T 11 GFA-9 6515E MENT ''" �'' SURVEYOR'S CERTIFICATION o + + + + NO BASE .. .-°.. .��'„ � �'; 0,02 .12 0,44 0 1,3 s �A C W , i + + + + + Cjr )(^j 0 0,01 013 0,34 0,76 0,99 L5 _ -~ �4k o V. 1, � NT., rCr 0.01 0 6 0.32 0,63 103 1,62 /' RASs Li t-I _ r &� o op; LL �t .. AVERSLLL i 1 + + + + + + _ + + + + ALL �- ��- _,• ,,9 59 0,23 0,02 0 01 OVER-RUN z' *f.?i't.d�' �.,� :t' � 0,01 0,0 0,21 0,5� 1.00 1,74 a + L,- Lt L`� 0 AR � y 458�� + + + + + + + + + + + + + + + �• �� LLL. :� H W D W.YOUNG,N. .S.L.S.N0.45893 L p,t•�� r 1 �15 0, A 1,56 1, 2 1,33 1.64 1,50 1,80 L68 L74 1.14 0 68 0�28 0,04 0,01 �.M ASS PAVERS rn � ® ,��''� 0 0 s- + + + + + + + + + + + + + + + + OVER-RUN 2 .55 1,43 1.67 1,40 1,39 1,35 1,39 1,20 1,03 0.73 0, 5 0,37 0,09 01 _ ; ; 0.0 MAP PREPARED FOR 0 02 0 �y PECONIC WATERSPORTS i -LLL_ •LLLLLLI_L LLLL + + + + + + + + + + + + + + + LLLLL LLLL �' 0,01 A2 0,62 0,89 0,81 0,82 0.95 0,72 0, 0 064 39 ,32 0,17 0,11 02 i-.LLLLLLL.L / at Southold, Town of Southold + + + + + + + + + + + + + Suffolk County, New York 0 01 04 1 018 28 0,35 0,38 0 41 0,4 0,3 0, 0, 5 0 6 12 0,08 0,04 0 1 / �A LIGHTING & CIRCULATION PLAN 0 0,01 0, 2 0,02 0,09 013 14 15 0,14 0,12 04 0,02 0,02 0,01 0 01 County Tax Map District 1000 Section 55 Block 05 Lot 9.1 00 001 003 0 0,03 002 001 002 001 001 001 001 001 000 000 000 aJ / 4' MAP PREPARED MAY 18,2023 0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 0,00 / &�q = = ws�;�� Record of Revisions REVISION DATE ° PB COMMENTS JUNE 13 2023 + + + + + + + + + + + + + + / 'ems �- �` i ..,. .``• `' : PB COMMENTS JULY 03,2023 0,00 0,00 0,00 0,00 0,00 0,00 00 7,2023 0,00 0,00 0,00 0,00 0,00 0,00 0,00 '° �=. '.:- sCDHs NOIA#1 JULY COMMENTS JULY°4,2023 MULTIPLE AVG. 16,2023 + + + + + + + + J� SCDHS NOIA#2 OCT.03,2023 a. 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0 m 20 0 10 20 40 60 LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN SCALE: 1"=20' SCALE: 1"=20' Scale: As Shown a JOB NO. 2022-0135 DWG. 2022_0135_sp2 3 OF 5 I (t)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINE;OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL CONSTRUCTION NOTES tel. b I.'i27.2303 fax. 631.721.0144 admin@youngengineering.com REOUIREMENT5 OF TH15 NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT / (HMA AND WMA) ITEMS IN THI5 CONTRACT GOLD MILL EXISTING PAVEMENT 4 SEAL JOINT PAVEMENT AT THE EXISTING TRAV I SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED EXI5TING NEV4 5AY10UT EX15TJN IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. ! 'J PG BINDER E A PG 64H-22 (HIGI-I) MEETING THE REC2UIREMENTS OF AASHTO M 332, STANDARD 67 TRAVEL Howard/ USE FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS PAVEMENT PAVEMENT LANE LINE FOR ENTIRE LENGTH OF PROPOSED CURB I I Howard W. Young, Land Surveyor US GONSTRUrTION,AND RECONSTRUCT SHOULDER AS 5HOWN �T Thomas G. Wolpert, Professional Engineer CREEP RECOVERY (MSOR), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THIS i ON PLANS. I 1V Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. PROPOSED f / MILLING OF TOP I NEW SHOULDER MOUNTABLE CONCRETE 1O WHEN TERMONAL BLEND GRM PG BINDER 15 USED, THE FOLLOWING SHALL APPLY: EXTEND I2"MIN. ( 4'MIN. CURB TY Robert Strm PE M-100 / Robert Tast, Architect 1°; �' '� .� oski, Architect SHOULD 11-0"OVER CRUMB RUBBER PARTICLES SHALL BE FINER THAN 550 51EVE SIZE. EXISTING CONTINUE I EXISTING DYED 5TAMPCRETE ri ' THE GRM PG BINDER SHALL BE 5TORAGE-5TABLE AND HOMOGENEOUS. 1�0� ASPHALT EXISTING I SLOPE �---- THE DYNAMIC SHEAR RHEOMETER (D5FR) SHALL BE SET AT 2-mm GAP. PAVEMENT SLOPE 1/4'-S/4"/FT. THE GRM PG BINDER SHALL BE ciq% FREE OF PARTICLES RETAINED ON THE 600 um ,SIEVE i ;; d., :-:• '':. -• ;//�, �/��;/j// `]�7 ; E �� • �. AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. �` \� \' �` \\ \ \ '(0� USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS ��'\\ \� '� \'\ \ v "r PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EX15TIENG �\// COMPONENT, LIMESTONE AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR ( �,' / °�, �� 0� RECYCLED ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THIS PROHIBITION OFFSET x�� ALSO APPLIES TO THE USE OF PPA AS A CRO55-LINKING AGENT FOR POLYMER SNOW STORAGE AREA CONCRETE SIDEWALiG AREA a a s�� s'_o„ �// �, � R5-1 ,� 40 40 540.' ��7 MODIFICATION. S / ' v 0'. NO / NOS: -2" TOP COURSE OF F��( 30"x30" 40.10 40. 40.OQ' Pie MIX DESIGN I. ESAL = 'T.4 MILLION. / �,/ �P tct�` _�° ;. 9 \, THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4" BINDER COURSE P� QP�¢,-; �NO 40.1 �p� �PQ' CO IN THE HMA ITEMS THAW ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC LEVEL OF < 50 BY REGIONAL PERMIT ENG. TO b" BASE COURSE (IN TWO 3" LAYERS) �/ �PZ� o�Q •` ENTER 40.4 p� o MILLION ESAL 5. 5" (5 LIFTS) IN AREAS WITH ' HIGH TRUCK TRAFFIC b" SUBBASE G TACK GOAT REGUIR I:D BETWEEN ALL ASPHALT LIFTS P�' ASPHALT PAVEMENT CONSTRUCTION / %� SANG 5P�0�'P� 40.2bSs°� PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL 39.96 I. ASPHALT �' " Q�Q c 40.95 0d DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT IS CONCRETE, CONCRETE d �Fv�� f`j <"O" �c� �-- 20 Q RI-1 WIDENING MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, A COMPOSITE SECTION r,/ OQPJ� ` pP�e \ 30"x30" WIDENING MUST BE CONSTRUCTED. CURB, 51DEWALK $ ASPHALT PAVEMENT CONSTRUCTION / �� o�e�� ti �� G��. 4 40.76 2. WHERE THE EXISTING PAVEMENT GR055-SLOPE 15 DIFFERENT FROM I/4" PER FOOT, THE (WITHIN COUNTY RIGHT OF WAY) �, f_, �,Gvo��O �� - 40.51 \ STOP PROP05ED PAVEMENT SLO PE SHALL MATCH THE EXISTING PROVIDED THE SLOPE WILL BE 4\ 5� 401 cy i ASPHALT C 3s.8o 3/I6"/FT. MINIMUM AND 3/t3"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NTS _t+/' �� 3 �06 39.95 " , OBTAINED, RESURFAGIPdG OF THE EXISTING ROADWAY TO CORRECT ITS GRO55-5LOPE MAY �,� " �� BE REQUIRED BY THE REGIONAL PERMIT ENGINEER, R5 �G 40.20 LL : / QE 39. i �t 3 30'x 0 N�J PMe i / 0.15 ABLE ALL 1 �p1U•14T CURB \ CRF 0 N T G .2''Z Q.E 39.90 ` / ABLE ENTE �' / + , CO o -LL-L, M��N Oo�G m / 3866 SZR�0�1� I LL ' CORg 9"MAX. �c �ti\ ED 39.75 LLLLL• 7"MIN. Oldv � y PNG PROPOS 50 LL-LI 2„ GO 0�� m ELEC�jC 39• PAVERS • 39 70 SERVICE TN OVER-RUN P05ED G sERVTCE_- � I As 40 n . PRO ii + 39. :_ GRAss PAVERS. 15 , -,s Cj " 40.50 UN 1- ' z z ^. :_L RUN 40. \. z iv :._- N� w .8 40.53 L._I OVER" 39.90 I 40,25 c w =' ;•_ , = W Z 39.39 40' ' ( _C 3 W .._ > c m L _L .LL`LLLLLL-L �` /" 0 o a _•. •g � � ;:� 44a L.,. ll:_LLL \';. O ' N o- .,...Y H 39.63 4025 CP y 440.19 m _.:_LLL i. r if 40 p0 F 20 ��, - I/ ° N Q W O \ �� '/P�� 4977 1 A PNALT fE 020 w 3 1 Y 4 m /�\//�\� N�� P�e �.o OUNTALS m P r 40.50 40,90 C40.70 ° _ m C C NCRE 5' PROp�SED 40.90 40AO " m :n h 3 APPROVED l r� p�/N A�R Cu�g IN s ADdTT ARy 40.00 40 Q0 40.90 W to �'f C O V V [! i EX�ER�NjjCE-TTO Bb 38 2+ \ai 40.70 m hy$TEM r... .•, .. •16OHp. 40.65 c-< DONE \39• j NLET '""jv0vAD 40. B.ia D CAST-IN-PLACE CONCRETE CURB ABAN ArtR 39• 5 m DAR45 T H PLANNING BOARD TYPE M-100 ME-mR 39b 0 0.30 N 4115 T " TOWN OF SOUTHOLD (MOUNTABLE CURB WITHOUT CURB ANCHOR) OPOSED \ BOIA.AROO , 40. 0 30+ '39 Lo END 40 65 '-- CURB trYP.) PR �E OW m 4o. p rtA ;o CONCRE BEGIN DATE / NTS W A �,�_.,.. � GRADE BREAK TO BACK OF CURB I - o MOUN _ B LESS THAN 5'-0" SER`f j S �DQ:35:1r� t•` CUR N TABLE OF.9VER .g< CO CRETE CURB 24" MiN. I ' VENT 01 ffii , ZO LOWER --_ E F, -38-- +37.94 UN DROP CURB ( W �:, �' PANEL +38.48 o C � \� 2 STOR� o GRADE BREAK AT BOTTOM OF RAMP -ONE CORNER OF DETECTABLE + + + TRUNCATED DOME DIMENSIONS �jED WARNING SURFACE LOCATED y \ PRQPO 1 AT BACK OF CURB DIM. MIN. (IN) MAX. (IN) - n, LES & 1 DETECTABLE WARNING A B A 1.6" 2.4" /'' \, +38.75 p ry BOAT SgvI�DING +3 7 SURFACE PLACEMENT OPTION 2 - - B 0.65" 1S" y;' MAX. 1' + + + C 50% - 65% OF D DIM - _-_._�� ` C AD ; \ STORAG 651 SF �� ENGINEER'S CERTIFICATION D o-v 1.4" :r w ASP1 iA GF A-9' ENT o NO BASE "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL STONE BLEND 40.50 �� SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR�pNDER AAY' BEGIN FEEL= WATER v DIRECTION. BASED UPON A CAREFUL AND THOROUGH T'(IDY bF THE 5 E 40.150 39.95 40.90 CONCRETE EXjs�NTO BE REMOLD a` ,,-. // \ SITE AND GROUNDWATER CONDITIONS,ALL FACIL� E5i PR,61 O0 E' ; 0 0 39.9 39.70 4040 CURB sERVjCE 01 q -SEE SHEET 3 OF 9 PLAN CONFORM TO THE SUFFOLK COUNTY DEPARTMENT/OFi•E�ALt4lSERV��ES� l FOR RAMP SIDE OPTIONS _ _ - 5 �PM SIDE FLARE ITYPJ N° cQi� 0 40.00 SMNG 2 I'/^ _�� - CONSTRUCTION STANDARDS IN EFFECT AS OF is Dd"1•E � BUFFER ZONE- 1 C 0.2" /i" 'I/2" MAX. t -s EXj jNG �' _-� - (SEE NOTE 23) --I+ D u -++ 39.76 \ STORY BUILD . i o REMOVEb��' 7.: o CMF TO BE 37.92 -� ___L-----+39.37 e'�t J, a G} 'r ' �• i, 37.99 p\` _ FFL I , '.O';r:•TrA^*,r+.? � � !�r°#.mN m' 'T �`r �(i /U/:: Z SECTION E-E -+ '� - - � "37.90 1g'oNo I � I 78.1' I HOWARD W.YOUNG,N.Y.S.L.S. 'NO.45893n �� t.+ I THOMAS C.WOLPERT,N.Y.S.P.E.NO. DETECTABLE WARNING SURFACE (DW5) VERTICAL SURFACE DISCONTINUITIES 0 AO I I I o ~- - t RAMP �3s� /) TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 / � _ -- �� 40.90 I DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897S�,j � N SEE DETECTABLE WARNING / 40 40 I u - g8 48 • 1 39• 39• i I I � CLEAR SPACE 39.63 9 63 _--- i�/ II II '� o A. � , PLACEMENT DETAILS ON SHEET 2 OF 9 (SEE NOTE 29) MP DETAI L5 N �. _ V \\\ CURB RA SURVEYORS CERTIFICATION s N MOUNTABLE B /� i EBLEND I p � �s i O TE CUR / STOW I 37.06 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMP5 AND DETECTABLE WARNING SURFACE SHALL CONCRE gOLLARbs / I _ _ --�3 c o CURB RAMP CONFIGURATION: TYPE I CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF - II 39. 9 - % - -S 777± ' ' TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. 39.30 �1 �I I -+__-- AFFL c T �p co M 39 70 39' / 38.2D CP 39 45 399.37 _� �\ - - I O ctnnt i co +37.46 ` \ \ { ` O /� �J G Q+37.64 l{r. .-; 01 cl 3 < 2 � �'�' 807 HOWARD W.YOUNG, . .S.L.S.N0.45893 � l_r•.T�� Datwa� 38 7 .. OUNjAgLE _.._ - _ CONCRETE CURB STEP 3 1 �, �_ STING SANITARY -ION BUFFER "R" 1 a^ --ARC TANGENT E ly appNjNBLE 61 POINT (TYP.) TRANSI - MAP PR PARED FOR , STRUCTURE Ii`1 A�OR ONE STEP 2 , p OR WT N SCANS STANDARDS5 75 PECONIC WATERSPORTS STEP 4 WDF N 1 < Rp01U5 --- E -v � 1 150.00 PROPOSED 6 o STEP 5 �\ , - STOCKADE FENCE at Southold, Town of Southold 1 RADIUS - "R" ° 50 RADIUS ="R" STEP 6 , 58 Suffolk County, New York i (SEE TABLE 6) v, CORNER CORNER , DRIVEWAY -ARC TANGENT 1 16 ��w r E V Y o , ANGLE ,�.�AN NE LiMITOPENIN(TY POINT ITYPJ CMF -_ �, _ �, , / 36.68 erg COUNTY ROAD IMPROVEMENT PLAN - - - - �'- - - - HIGHWAY EDGE / '" noW or form Y t DECDLC 1 5 202� o fSEE NOTE WIDTH OUTSIDE EDGE OF `\ /" er\y 1 ohn - Bohn Ro er ¢, ,. , OF PAVEMENT TRAVEL LANE - form LLC Robert I Bohn Southold Town 5 __-- - - - --' TEP_1_-__ --�.`-!_ - / noW or es C0" 1 Bohn&Carol Ann 0 Planning Board County Tax Map District 1000 Section 5 Block 05 Lot 9.1 d f• - "X" �i OFFSET LINE I- "X„ _I DRIVEWAY / / Quad Enterp uSe R-g0 Zoning use R-8 IN OFFSET _ opting I MAP PREPARED MAR.29,2023 OUT I Z TRAVEL LANE 1 WIDTH DIRECTION OF TRAVEL INTERSECTION POINTS 11' 1 Record of Revisions REVISION DATE DESIGN ELEMENT TOLERANCES PB COMMENTS JUNE 13,2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) 1 DESIGN AND FIELD LBgT FOR WORK PB COMMENTS JULY 03 2023 1 ELEMENT LAYOUT LIMIT ACCEPTANCE PB COMMENTS DULY 07 2023 RADIUS LAYOUT SIDEWALK CROSS SLOPE - SEE NOTE 12 1.5%MAX. 2.0% MAX. SCDHS NOIA#1 JULY 14 2023 VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING SLOPE) - SEE NOTE 11 4.5X MAX. 5.0%MAX. MULTIPLE AUG.16,2023 (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7, RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 7.5%MAX. 8.3% MAX. SCDHS NOIA#2 OCT.03,2023 BLENDED TRANSITION GRADE (RUINING SLOPE)-SEE NOTE 7 4SX MAX. 5.07 MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. o FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, 8m DRIVEWAY DETAIL CAND HAPTERs18UWEBSITEF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL 20 0 10 20 40 60 o THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT a STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) Scale: 1�� = ZO' REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO. 2022-0135 DWG. 2022_0135_sp2 4 OF 5 I i O 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES CR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HSZEON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IICIOI tel. 631.72.1.2305 fax. 651.727.0144 admin@9oungengineering.com 50' ° MIN. STONE PAVEMENT EXISTING EXISTING 2 / �/ Howard W. Young, Land Surveyor GROUND S.� PAVEMENT /' � ,�0$ �' Thomas C. Wolpert, Professional Engineer ;t---;,--r-,\` `�`/•� � `�y�/��,_�r __/_��r,; ,\Y ,�� •� _ /� �j � � .,• �b�i// Douglas E. Adams, Professional Engineer / Ap40 qo. 40.07 / Robert G. Tast, Architect z MOUNTABLE BERM Ap 10 `0°" FILTER GLCTH (OPTIONAL) �' / gp1g 40. 40.OQ ' QP�Q; Robert Stromski, Architect PROFILE \�\_ � 0.05# 40.E 40.4�,� G�� O G s P v� P��ti�� 440t0# p�� 5ti��P�� _1 !! �0 P C�� '� 50' Pa 5�° DRAINAGE DESIGN CRITERIA & CALCULATIONS MIN. �' \�V PJ� 399bi'' / o� AO-95 �� . g-W04-0 3 V- ARC WASHRAGK N z F _` s.ss �' J i ` 7 A= AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF (OPTIONAL) ` ` pt�Q sc L . / •y �� v\� ':"��( �G QyRa�Pe�`` 4 A A0,76 �J) .. NOTE �o� AO.51 HIGHEST EXPECTED GROUND WATER EL=7.0. 7777 EXISTING ` 4013 / cy� // A5PNALT 38.8o 5 ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HOPE. EXISTING "- / GROUND �j -`�" `.' zAGGi��GA '° PAVEMENT / 39.95 / /,/ �� GENERAL POLLUTION CONTROL MEASURES TRIBUTARY AREA#1=9,903 SF = Ali, �, 1 b5 /, 40.2o IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL x w, QE 39• / Z _ t I. -,,. Cy / TABLE O UN REQUIRED VOLUME �E��Q�� / 0, i-( t MOON URB S STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND F.x 2/12 x 1.0 =896 C.F. A015 RED C 32 SILT 90 L CO SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO THE ASPHALT/GONG: 5,373 S 39• I TABLE p#1 ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. �► �' / +36.66 G� 1.1-" MOUN ING FIEL EP FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: �� -LL: CRETE EACH X7' DE LAWN: 1,881 S.F.x 2112 x 0.10 =31 C.F. I PLAN `� z ,�, .� CON `1�L 510' DIA TOTAL REQUIRED = 1,369 C.F. 3975 ,.t �}.L.' CURB POOL 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY Q DRAINAGE TO SEDIMENT "'" / CB#1.1 50 -�- GRA55 INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS) PROVIDED VOLUME TRAPPING DEVICE � 52 39.50 39 PAVERS AND SHALL REMAIN UNDISTURBED. USE:LEACHING FIELD#1 SEE NOTE 8 ,�;. �� 3s. GRA IE-35 TN ! OVER-RUN --- ` (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. 3970 s \ r �, 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE 3940 _t6# \ PAVERS i EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE TRIBUTARY AREA#2=5,451 SF y� i I L GRA55 PA Ao 15 '; %f AO.150 N EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED TEST HOLE DATA THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES REQUIRED VOLUME CONSTRUCTION NOTES ,,h a 0, ILLLt. OVERRUN 3990 _ Ap,25 Q 39.5s 0• LLLL t y = s SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. I. STONE 512E-USE 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. 39.3 � :i 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SIN6LE RESIDENCE LOT WHERE A 50 1_L-L, - ---�-L- (' McDONALD GEOSCIENCE RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. 1_I . L Ll,_I,[.._._L.L. ' FOOT MINIMUM LENGTH WOVLV APPLY). 1-_- -1_L -t.E_a_ (f 1k-• ""�� ll N 11/15/22 TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. 5. THICKNESS-NOT LE55 THAN 6". 25 A • ' I_L..€_1._Li. %ti L" 0 7j p 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR 39 83 40.E A O 6 c o N Q� SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR TOTAL REQUIRED =725 C.F. ESRESS OCCURS. 40. �.., ", �" c7t 0.0' IMPLEMENTED WITHIN SEVEN DAYS. O' O p MIXED 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. / �,� � ASPHALT 1 Ap70 �� 'A,9•t�0 � �• G z SAND6 PROVIDED VOLUME b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION Q ` Ap 2p pp 1�,,. wo O LOAM 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED USE: LEACHING FIELD#2 EVTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A N P�Q - y z 1.0' MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. / �E g� �,0 0 g0.5o Q p 40.90 m u*^i i 3 BROWN TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM (2)POOLS 10' DIA.x 6' DEEP = 821 G.F. 7 MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL vP / �p '409 40 SILT PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHTS-OF-WAY.ALL SEDIMENT �' Osc, O E O AOAO ,4040 40. 0 (0 1n ro CLEARED SLOPES. 6-ILLED,DROPPED,WASHED,OR TRAGKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED G }� Ao°9 W� (ML) 2 0' TRIBUTARY AREA#3=30,177 SF IMMEDIATELY. � �5H'GUT3a•a2+ U o O �� _ " 4 40.65 �' YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO REQUIRED VOLUME 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(?) / �� i 0 70 ( _ BROWN ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. CALENDAR DAYS. o. 39• +3a.ta � FINE ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. 39 50 SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF IrILBT ~ (SP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE ASPHALT/GONG.:447 S.F.x 2/12 x 1.0 =75 C.F. .ram STONEBLEND:6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. 5T�BILIZED CONSTRUCTION ENTRANCE � 5 O 0.30 p�0 ►+�GT ION A1,15 PALE BROWN 14.0' MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. LAWN: 44 S.F.x 2/12 x 0.10 = 1 C.F. INLET BOLL�RyP� 40.36 0 30+ .39 END A0,65 FINE TO TOTAL REQUIRED = 1,690 C.F. NT5 AO 30 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO DGT ION _ _�--- ,.< CONCRE COANDE CURB BEGIN PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME d° MOUNTABL�URB (SW) 17.0' ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 1 r0 TFy .aROOF.O .f,."', CRETE 1#2• t •. CON SITE 15 PERMANENTLY STABILIZED. 4 p CB i' NO WATER ( )POOLS 10' DIA.x 7' DEEP = 1,916 C.F. GRA 353o b t a:' ENCOUNTERED 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS,DRAINAGE INLETS INSTALLED ON-SITE z SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. f` C � 1 i +3zs4 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING USE DANDY BAG - \, +38 48 CONSTRUCTION: A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND SEDIMENT CONTROL DEVICE o 2 STOR� MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 A5 MFG BY DANDY PRODUCTSA ROOF OPO5ED 1 MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND OR APPROVED EQUAL b" PR 5 & I ��.:-�;,� DRAIN AT SALE + 87 CONSTRUCTION DEBRIS. / +38.75 g0 SILT FIELD ' O STORAGE '/ �NGB 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL r #2 5F REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY „ USE:LE C a r x b' DEEP NS µp�A G�A'9, MENT GRATE COMPLETELY C,)E STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS COVERED BY (2�POOLS NO gA -40.50 �� SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL HIGH-FLOW FABRIC STONEBLEND _ BEGIN FFEL- %t h -1 A0.15 ,, 39,95 CREW BE CLEANED AND FLUSHED AS NECESSARY. 0 0 40 90 CON i 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE i;> o 0 39.9 39.7o AO AO CURB �� _ _ -- PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR N a Ao p0 _ �- PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE m o 39.75 _ PLAN 3 `4 -� _ - Y Y 7. o �� CMF NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND FLUSH INLET G zeros - NiPO 'R r� +�- 37.92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF h 0 a i ILA- � _ ,___, I +39.37 BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET `- W S 5 OG��' 37.99 °� FFL PROTECTION DEVICES. USE DANDY BAG - - � •97.90+ SEDIMENT CONTROL DEVICE '� qp 40 ' 0 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL AS MFG BY DANDY PRODUCTS 40.90< s LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND -"'�- OR APPROVED EQUAL xi 4040 APPROVED Q Y i c� DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 88 48 39. 3 39• �, �i D#3 � 1 N•� o SEWER AND SEPTIC SYSTEM REGULATIONS. ` 39.6 EACNING FIEL , DEEP 0.2 I N USEit 510, DIA X7 0'A4 -1 o c• �;� 1 70 �• 5 O 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS PERMITTED AT THE PLANNING BOARD I PAVEMENT O CRETE CURB4 (4y1500L SIONEBLEND Asa Y 37.06 DESIGNATED AREA. SURFACE p CON BOLLARD5 `\6 /� 3sss +3 z TOWN OF SOUTHOLD FLUSH - -`" -- 4,p��i o �L ' H to UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS INLET - 39 3� 9j 0� `I + + `'�� ` �1 7� RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF DATE ! 3970 39• 2 38.20 _�_ ' O Co o CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND ( 2 3937 � ��__.. 0 3945 12 ti �� " ; Z r t REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS - 39• ~' NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE +37.46 G SECTION ..:. ,;- ) � �� rrCB�3.1 G � : .38t0A I T1 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION G�Al �07 1 "n ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE IE 3 1 APPROPRIATE. " FLUSH INLET PROTECTION a 1 +37.s.4�,..:. . 8 32 101 NT5 39 2 --- 3 ENGINEERS CERTIFICATION _ 38.07 l 38•�7.. OUNTABLE "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL CONCRETE CURB SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME NDF�R UF�E� L�T - _ DIRECTION.BASED UPON A CAREFUL AND THOROU i14 yTl`f[5y(JF- L, M �OtN g 11�1 _ _ - _RECEIVED SITE AND GROUNDWATER CONDITIONS,ALL FA 1`IT � $Pkop - ANSI GTION zPF r CONFORM TO THE SUFFOLK COUNTY DEPARTME t7FTFi�SER O p�?O' 35.75 DEC I ZO23 CONSTRUCTION STANDARDS IN EFFECT AS OF i ARIA fk .f N HAY BALE rJII-T 6 BERM SAND BAG �� w1 PROPOSED - - 'z COMPACTED 1�G 50•00 TO EFENCE �outnold Town 1 CiCAb d. �?• ' a y AGKFI Planning Board B LL r E.. tV; WOOD FRAME o n 07483 1`1..11.. SECURELY 5g1 16 5� VV PLASTIC FASTENED AROUND HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n T� 74 8 3 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 1 ENTIRE PERIMETER CMF DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �SS!ONP�- 1... i t :-1:;.. . m LINE NER ' is, - 36.68 erl or form Y - n R WOVEN WIRE FENCE er�`I ert John B Bohn _ I - :iI ,, now or f o S S Co• LLC tt Ro ert &Carol Ann SECTION A-A SECTION B-B , / Enterer RCo Zon�n9 use-,,80 FILTER CLOTH MAP PREPARED FOR LATH AND FLAGGING CLUO, n'ng use = PECONIC WATERSPORTS ON THREE 51DF-5 ROUGH HEMLOCK t O TOP OF BERM FIR FRAME i SAND BAG UNDISTURBED DISTURBED at Southold, Town of Southold e AREA FLOW AREA Suffolk County, New York o ® ® z SECTION EROSION & SEDIMENT CONTROL PLAN HAY BALE �- WOVEN WIRE FENCE County Tax Mop District 1000 Section 55 Block 05 Lot 9.1 ® 1 o ION 3 SLOPE o PLASTIC MAX. 8.00'-7 a LINER MAP PREPARED AUG.16,2023 �t ® B ® B -- - `�-- -- CONSTRUCT SILT FENCE Record of Revisions AROUND ENTIRE PERIMETER :::- = . .: FILTER REVISION DATE OF STOCKPILE X r- CLOTH `, SCDHS NOIA#2 OCT.03,2023 < Z CONSTRUCTION NOTES ��® ® ® STOCKPILE I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. - - :.%,•r^t:; GRADE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM CONCENTRATED STORMWATER FLOWS,AND INLETS. - 5.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES "BELOW GRADE" PLAN "ABOVE GRADE" PLAN AS APPROPRIATE. •`- 4 REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS ELEVATION DIRECTED BY ENGINEER. w 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGH5 ONE-THIRD(I/3) OF THE BARRIER HEIGHT. = Z m 20 0 10 20 40 60 CONCRETE Y4a5HOUT TEMPORARY STOCKPILE SILT FENCE NT5 N75 NT5 Scale: 1" = 20' JOB NO.2022-0135 DWG. 2022_0135_sp2 5 OF 5 t ` . . ` ��U�� Version �� &� ~~��.'.��N�N�� ~°*��N� �~~��U*�Q� ~~�~"'"U�""N�4�0��$�m* ' Envelope Compliance �� °°�� N�� N �N� �� mmnv �� mmm�� m��m ��~= �* m �� '* �Ay - A 9004 � ~.. - Project Information ' Energy Code: 2018 |ECC Project Title: Pecun|c Water Sports Location: Southold, New York / Climate Zone: 4a Project Type: New Construction / Vertical Glazing/Wall Area: 1296 / Construction Site: Owner/Agent: Designer/Contractor: 46770Cuu Rd48 4577O Route 4OLLC Robert5tmmski Southold, New York ll07l 4677O Route 48 STROMSK|architecture, p.c. Southold, New York ll97 PO Box lZ54 609-937'9801 | jamesport, New York ll947 | 63I'779'2832 Additional Efficiency Package(s) | Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration, 1.0 credit Building Area Floor Area 1-Automotive Facility: Nonresidential 9595 Envelope Assemblies | | ` ' Assembly Grois Area Cavity Cont. Proposed Budget U. Perimeter Roof: Metal Building,�Standing Seam, Single Insulation Layer 6926 0.0 38.0 0.026 0.035- with Thermal Blocks(c), [Bldg. Use 1-Automotive Facility] Entrance Door, Perf.Specs.: Product ID Overhead Door,SHGC Entrance Door, Perf.Specs.: Product ID Storefront Door, SHGC Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 72 --- 0.240 0.380 Product ID Acid Etched Storefront, SHGC 0.39, PF 5.00, [Bldg. Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 32 0.240 0.380 Product ID Gliding Aluminum,SHGC 0.39, PF 1.63, (Bldg. Use 1 -Automotive Facility] (b) Ext.Wall: Stee|'Framed. l§in. u.c, [0dg. Use l'Automotive 2131 mso 0.0 0.070 0u64 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf. .: 108 -- -- O2*o O�8O Product|DAcid Etched, SUGC 0.39' PF 11.50. [Bldg. Use l' Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf.Specs : 82 ' -- -- 0.240 0.380 Product|D Fixed Storefront, SMGCO.]9. PF 1.38' [Bldg. Use l' Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, perf.S .: 48 -- -- 0240 0.380 Product|DAcid Etched, SHGC 0.39. PF 9.75, [Bldg. Use l' Automotive Facility] (b) Project Tide: Pecon\c Water Sports Report date: 04/ 6/24 Data filename: Page lof 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorp Perimeter Window: Metal Frame with Thermal Break: Fixed, Pen`.Specs.: 48 __ ___ 0.240 0.380 Product ID Gliding Unit, SHGC 0,39, PF 38.00, [Bldg. Use 1- Automotive Facility] (b) Door: Glass(over 50 9.56976e-3151azing): Nonmetal Frame, 42 __ ___ 0.270 0.770 Entrance Door, Perf.Specs.: Product ID Anderson Glider,SHGC 0.26, PF 2.13, [Bldg. Use 1-Automotive Facility] (b) Door: Insulated Metal,Swinging,[Bldg. Use 1-Automotive 21 --_ ___ 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 192 __ ___ 0.300 0.179 Facility] Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive �1708 35.0 0.0 0.070 0.064 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 1 64 -- --- 0.240 0.380 Product ID Acid Etched,SHGC 0.39,PF 22.00, [Bldg. Use 1- Automotive Facility] (b) Door: Insulated Metal,Swinging, [Bldg. Use 1-Automotive 21 __- ___ 0.300 0.610 Facility] Ext.Wall: Metal Building Wall, Single Layer Mineral Fiber 1885 19.0 0.0 0.147 0.052 (compressed at girt), [Bldg. Use 1-Automotive Facility] Door: Insulated Metal,Swinging, [Bldg. Use 1-Automotive 21 _._ ___ 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 448 __ ___ 0.300 0.179 Facility] (a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. . . ® . . • .. A. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist; Name-Title Signature Date I Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 2 of 9 i COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that.is documented, or that an exception is being claimed.where compliance is itemized in a separate table, a reference to that table is provided. section ; # Plan Review colmpi�, ? Comments/Assumptions & Req.ID ; C103.2 !Plans and/or specifications provide all ClComplies [PR1]1 !information with which compliance ❑Does Not can be determined for the building I envelope and document where ❑Not Observable !exceptions to the standard are ❑Not Applicable ;claimed. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies I [PR10]1 percent of the gross above-grade wall ❑Does Not ;area. ;❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies [PR1111 igross roof area. ❑Does Not ❑Not.Observable Ii❑Not Applicable C402.4.2 !In enclosed spaces> 2,500 ft2 ❑Complies [PR14]1 !directly under a roof with ceiling :❑Does Not heights >15 ft.and used as an office, ;❑Not Observable lobby, atrium, concourse, corridor, storage, gymnasium/exercise center, r❑Not Applicable ; ;convention center, automotive ;service, manufacturing, non- I :refrigerated warehouse, retail store, ;distribution/sorting area, 'transportation,or workshop,the :following requirements apply: (a)the daylight zone under skylights is>= ,half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a !minimum skylight effective aperture ;>= 1 percent. : C406 :Plans, specifications, and/or ;❑Complies [PR9]1 ;calculations provide all information E❑Does Not ;with which compliance can be ❑Not Observable; determined for the additional energy ; efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3-1 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 3 of 9 Section # Footing/Foundation inspection Complies?.. Comments/Assumptions &"Req:ID h C303.2,1 I Exterior insulation protected against ❑Com lies (FO6]' Idamage,sunlight, moisture,wind, I❑Does Not ;landscaping and equipment maintenance activities. Z❑Not Observable, ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact (Tier 1) •,2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 4 of 9 .Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Reg.ID C303.1.3 iFenestration products rated in ;❑Complies [FR12]2 'accordance with NFRC. ❑Does Not r i ;❑Not Observable' ❑Not Applicable C303.1.3 :Fenestration products are certified as ;❑Complies [FR13]1 Ito performance labels or certificates ❑Does Not provided. ;❑Not Observable :,[]Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;S e the Envelope Assemblies table for values. [FR10]1 :❑Does Not ❑Not Observable :,[]Not Applicable C402.4.3, ;Installed vertical fenestration U-factor ;❑Complies ;see the Envelope Assemblies table for values. C402.4.3. and SHGC consistent with label ElDoes Not 4 specifications and as reported in plans [FR8]1 and COMcheck reports. ❑Not Observable ❑Not Applicable C402.5.1. ;The building envelope contains a ;❑Complies 2.1 continuous air barrier that is sealed in E❑Does Not [FR19]1 !,an approved manner and material permeability<= 0.004 dfm/ft2.Air �❑Not Observable barrier penetrations are sealed in an ;❑Not Applicable ;approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies C402.5.4 tare labeled as meeting air leakage I❑Does Not [FR18]3 ;requirements. ❑Not Observable; ❑Not Applicable C402.5.7 'Vestibules are installed on all building ;❑Complies [FR17]3 lentrarices. Doors have self-closing !❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 5 of 9 Section # Mechanical Rough-In Inspection Complies? ? Comments/Assumptions &Req.ID C402.5.5, ,Stair and elevator shaft vents have ;,[]Complies C403.2.4, !motorized dampers that automatically �01)oes Not 3 I close. Refernece section C403.7.7 for (ME3]3 operational details. ;❑Not Observable tlNot Applicable f ' C403J.7 ;Outdoor air and exhaust systems have;❑Complies (ME58]3 4 motorized dampers that automatically E❑Does Not shut when not in use and meet maximum leakage rates. Check :❑Not Observable; gravity dampers where allowed. :❑Not Applicable I Reference section language for operational details. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 6 of 9 Section 1. - • • Rough-fro tieciiical lnspection', Complies? Comments/Assumptions &Req.1D l C405.6 Low-voltage dry-type distribution ❑Complies [EL26]2 , .electric transformers meet the ElDoes Not minimum efficiency requirements of Table C405.6. ;❑Not Observable; ❑Not Applicable ; C405.7 _.,Electric motors meet the minimum ;❑Complies [EL27]2 `'refficiency requirements of Tables ;[:]Does Not IC405.7(1)through C405J(4). Efficiency verified through certification;❑Not Observable I under an approved certification ;❑Not Applicable iprogram or the equipment efficiency ratings shall be provided by motor `1 manufacturer(where certification jprograms do not exist). 'C405.8.2, !Escalators and moving walks comply ;❑Complies t405.8.2. 'with ASME A17.1/CSA B44 and have 1❑Does Not 1 l automatic controls configured to [EL218]? - reduce speed to the minimum 1❑Not Observable ;permitted speed in accordance with ;❑Not Applicable ASME A17.1/CSA B44 or applicable Elocal code when not conveying 1 passengers. C405.9 , ;Total voltage drop across the ;❑Complies [EL29]2 '{combination of feeders and branch :❑Does Not circuits <= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: II a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 7 of 9 Section # Insulation Ins,pection . Comphes7 Comments/Assumptions &Req.ID C303.1 ;,Roof insulation installed per ;❑Complies [IN311 manufacturer's instructions. Blown or ;❑Does Not poured loose-fill insulation is installed ; only where the roof slope is<=3 in UNot Observable 112. ;❑Not Applicable C402.2.1 ;Insulation installed on a suspended ;❑Complies [IN20]1 ceiling having ceiling tiles is not being i❑Does Not ;specified for roor/ceiling assemblies. UNot Observable .Continuous insulation board installed in 2 or more layers with edge joints ;❑Not Applicable offset between layers. C303.1 i Building envelope insulation is labeled ;❑Complies [IN10]2 1 with R-value or insulation certificate ElDoes Not providing R-value and other relevant Idata. I❑Not Observable' ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies [IN711 per manufacturer's instructions. ;❑Does Not I ❑Not Observable; j01\lot Applicable C402.1.3 'Non-swinging opaque doors have R- ;❑Complies [IN19]3 �4.75 insulation. ilboes Not UNot Observable ❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 :type and R-value consistent with E❑Does Not insulation specifications reported in plans and COMcheck reports. UNot Observable []Not Applicable C402.2.6 j Radiant panels and associated ;❑Complies [IN18]3 I components,designed for heat ;❑Does Not transfer from the panel surfaces to the; occupants or indoor space are- UNot Observable !insulated with a minimum of R-3.5. ;[]Not Applicable ; C105 Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values, [IN211 value consistent with insulation E❑Does Not specifications,reported in plans and ;COMcheck reports. For some ceiling �❑Not Observable systems,verification may need to ;❑Not Applicable ;occur during Framing Inspection. , C402.5.1. ;All sources of air leakage in the ;❑Complies 1 1 building thermal envelope are sealed, ❑Does Not [IN111 ;caulked,gasketed,weather stripped UNot Observable; or wrapped with moisture vapor- ; I permeable wrapping material to ,❑Not Applicable ;minimize air leakage. Additional Comments/Assumptions: ' I 1 I High Impact (Tier 1) 2,JMediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 8 of 9 Section # Final Inspection Complies? { Comments/Assumptions &Req.ID C402.5,6 ;Weatherseals installed on all loading ,❑Complies [17I37]1 !dock cargo door openings and provide !❑Does Not ! Idirect contact along the top and sides ; of vehicles parked in the doorway. j❑Not Observable !❑Not Applicable C402.5.8 ;Recessed luminaires in thermal ,❑Complies [FI26]3 jenvelope to limit infiltration and be IC ❑Does.Not j rated and labeled. Seal between Interior finish and luminaire housing. iMNot Observable ❑Not Applicable C406.9 i Reduced air infiltration.Air infiltration ,❑Complies (FI56]1 :verified by whole-building ❑Does Not ;pressurization testing conducted in !accordance with ASTM E779 or ASTM j❑Not Observable !E1827 by an independent third party. :[]Not Applicable ;The measured air-leakage rate of the building envelope is<= 0.25 cfm/ft2 ;under a pressure differential of 0.3 inches water column,with the !calculated surface area being the sum of the above-and below-grade building envelope. Comprehensive report documentation will be submitted to the code official and the building owner. C408.1.1 Building operations and maintenance ;❑Complies [F157]1 !documents will be provided to the :❑Does Not !owner. Documents will cover ;manufacturers' information, :❑Not Observable :specifications, programming j❑Not Applicable ; procedures and means of illustrating ; ito owner how building, equipment and; systems are intended to be installed, ! ! maintained, and operated. Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 9 of 9 i APPR VED AS WED �. �s Fo covERI �: ,. .. ow B.P. 2 FEE BY: NOTIFY BUILDING DEPARTMENT AT 631 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED PLUM6 ER-CERTIF143�T1O! FOR POURED CONCRETE ON LEAD bONTEMT ffEF0F 2. ROUGH-FRAMING&PLUMBING CERTIFICATE OF11TCGUPAN 3. INSULATION L; 4. 'FINAL-CONSTRUCTION MUST SOLDER USEDIN=WA� TER BE COMPLETE FOR C.O. SUPPLY SYSTE1CANNC ALL CONSTRUCTION SHALL MEET THE EXCEED 2 0`-,- 1'%L EA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF INSPE ELECTRICAL NEW YORK STATE&TOWN CODES REQUIRE[) AS REQUIRED AND CONDITIONS OF ._.� SOUTHOLDTOWN ZBA SOUTHOLD TOWN PLANNING BOARD TOWN TRUSTEES TRUSS PLACARDING REQUIRED A.Y. EC .S9lfR#OC61>-PC SCHD DD'MOT'PRQNG tJNTIt: : PRAMI 4r 9—t OF,FOUNDATION:LOb-t- ' HAS BEEN-APPROV,ED4-'! OCCUPANCY OR FIRE INSP ECTIONn,:... USE IS .UNLAWFUL ,REQUIRED BEFOR,R WITHOUT CERTIFICAT OPENING 7F OCCUPANCY j All exterior lighting `RETAIN STORM WATER RUNOFF I installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE. to Chapter 172 of the Town Code i DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVER SHEET 1 Anchor Rod Drawings REVO 01/04/2024 FOR CONSTRUCTION 3 PLATE WELDED SECTIONS A529, A572, A1011,A1018 GRADE 55 CODES AND LOADS 2 Permit Drawings REVO 01/17/2024 PERMIT SET- For Building Dept. Approval COLD FORMED LIGHT GAGE SHAPES A653, Al011 GRADE 60 BRACE RODS A572, A510 GRADE 50 77r NOTES HOT ROLLED MILL SHAPES A36,A529,A572, A588,A992 GRADE 36 OR 50 3 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 If t- 7)0) ANCHOR ROD PLAN HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B 4-5 CLADDING A653, A792 GRADE 50 OR GRADE 80 PRIMARY STRUCTURAL 6-18 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS ■ SECONDARY STRUCTURAL 19-32 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE tsul REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. COVERING 33-45 SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE a division of BI ueScOpe Buildings North America. Inc. THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR SPECIAL DRAWINGS CONTRACT. STANDARD ERECTION DETAILS ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG-TIGHT" EXCEPT AS FOLLOWS; PLANOGRAPH DETAILS PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL(SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. INSPECTION AND TESTING SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY(QAA)APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. 010, FN � Lpc O r• m It is a violation ofArticle 145forany person, unless he or she is acting under L = ' w the direction of a licensed professional engineer or land surveyor, to alter an item U'� in any way. If an item bearing the seal of an engineer or land surveyor is 0,o altered; the altering engineer or land surveyor shall affir,to the item his or her SS�ONP�. seal and the notation 'altered by'followed by his or her signat ure and the date Qq of such alteration, and a specific description of the alteration. THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBMW 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUILDER: Radon Construction Corp. JOB#: NOT APPLY TO THE PERFORMANCE OR CUSTOMER: �� 23-026114 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'S PO#: PAGE: 23-13 VPC VERSION: 2023.4a 1 VPC FILENAME: 23-026114-01 1/3/2024 18:58:47 a division of BlueScope Buildings North America,Inc. Codes and Loads Snow Buildup WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, Shape Surface Description X Location Y Location Magnitude HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC. , MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN Main Unit Roof: A Unbalanced Snow Load 1, Shifted Left Roof: A 0 . 0 ft 0 . 0 ft 6 . 7 psf INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS . WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. 77 . 0 ft 0 . 0 ft 6 . 7 psf COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS . 77 . 0 ft 12 . 4 ft 6 . 7 psf City: Southold County: Suffolk State : New York Country: United States 0 . 0 ft 12 . 4 ft 6 . 7 psf Main Unit Roof: B Unbalanced Snow Load 1, Shifted Right Roof: B 0 . 0 ft 9 . 6 ft 31 . 1 psf Building Code 0 . 0 ft 0 . 0 ft 31 . 1 psf Building Code : 2020 Building Code of New York State Structural : 16AISC - ASD Rainfall : I : 6 . 30 inches per hour ft 31 . 1 psf . 77 . 0 ft 00 Based on Building Code : 2018 International Building Code Cold Form: 16AISI - ASD f' c : 3000 . 00 psi Concrete 77 . 0 ft 0 . 0 ft 31 . 1 psf Building Risk/Occupancy Category: II (Standard Occupancy Structure) Front Unit Roof: A Unbalanced Snow Load 1, Shifted Left : Roof: A 0 . 0 ft 5 . 0 ft 16 . 3 psf Dead and Collateral Loads Material Dead Weight Roof Live Load 0 . 0 ft 0 . 0 ft 16 . 3 psf Collateral Gravity : 10 . 00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20 . 00 psf Not Reducible 23 . 0 ft 0 . 0 ft 16 . 3 psf 23 . 0 ft 5 . 0 ft 16 . 3 psf Collateral Uplift : 0 . 00 psf Frame Weight (assumed for seismic) : 2 . 50 psf Front Unit Roof: A Snow Drift (from Wall 1, Shape Main Unit) : Roof: A 23 . 0 ft 0 . 0 ft 0 . 0 psf Wind Load Snow Load Seismic Load 23 . 0 ft 22 . 4 ft 50 . 9 psf Wind Speed: Vult : 128 . 00 (Vasd: 99 . 15) mph Ground Snow Load: pg: 25 . 00 psf Lateral Force Resisting Systems using Equivalent Force Procedure 11 . 2 ft 22 . 4 ft 0 . 0 psf The ' Envelope Procedure ' is Used Flat Roof Snow: pf: 17 . 50 psf Mapped MCE Acceleration: Ss : 17 . 90 %g 23 . 0 ft 0 . 0 ft 0 . 0 psf Primaries Wind Exposure : B - Kz : 0 . 701 Design Snow (Sloped) : ps : 17 . 50 psf Mapped MCE Acceleration: S1 : 5 . 00 %g Front Unit Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B 0 . 0 ft 5 . 0 ft 16 . 3 psf Parts Wind Exposure Factor : 0 . 649 Rain Surcharge : 0 . 00 Site Class : Stiff soil (D) - Default 0 . 0 ft 0 . 0 ft 16 . 3 psf Wind Enclosure : Enclosed Specified Minimum Roof Snow: 20 . 00 psf (USR) Seismic Importance : Ie : 1 . 000 23 . 0 ft 0 . 0 ft 16 . 3 psf Topographic Factor: Kzt : 1 . 0000 Exposure Factor : 2 Partially Exposed - Ce : 1 . 00 Design Acceleration Parameter: Sds : 0 . 1909 23 . 0 ft 5 . 0 ft 16 . 3 psf 1 . The Snow Buildup loading shown is in addition to the flat or sloped roof snow. - Ground Elevation Factor: Ke : 0 . 9986 Snow Importance : Is : 1 . 000 Design Acceleration Parameter: Shc : 0 . 0800 2 . The X and Y Location dimensions are from the point of origin of each surface . Thermal Factor: Heated - Ct : 1 . 00 Seismic Design Category: : B NOT Windborne Debris Region Ground / Roof Conversion: 0 . 70 Seismic Snow Load: 0 . 00 psf Base Elevation: 0/0/0 Obstructed or Not Slippery % Snow Used in Seismic : 0 . 00 Site Elevation: 38 . 0 ft Diaphragm Condition: Flexible Primary Zone Strip Width: 2a : 15/7/3 Fundamental Period Height Used: 22/9/5 Application of Specified Minimum Uniform Roof Snow loads, "SMS": Parts / Portions Zone Strip Width: - The specified minimum uniform roof snow will be applied as a separate roof load check, combined with Walls, a: 7/9/10 Transverse Direction Parameters dead loads only. Roof (s) , 0 . 6h : 14/4/3 System NOT detailed for Seismic - It is considered the net sloped roof load, i . e . , none of the other snow load related factors such as Velocity Pressure : qz : 24 . 94, (C&C) 23 . 11 psf Redundancy Factor : Rho : 1 . 00 Importance, Thermal, Unobstructed Slippery, Exposure, etc. , would apply. Fundamental Period: Ta • 0 . 3413 - It is not considered in conjunction with the bracing second order effects . R-Factor: 3 . 00 Overstrength Factor : Omega: 2 . 50 Note : The wind loading on the roof above the recessed wall along grid line "F" has been increased Deflection Amplification Factor : Cd• 3 . 00 to consider partially enclosed coefficients . Base Shear : V: 0 . 0636 x W Note : The snow loading on the roof above the recessed wall along grid line "F" has been increased to 21 psf to consider this area as unheated. This area has also been designed for 2 x Roof Snow as required Longitudinal Direction Parameters by code for transition from the heated to unheated surface . System NOT detailed for Seismic Redundancy Factor : Rho: 1 . 00 Fundamental Period: Ta : 0 . 2085 R-Factor: 3 . 00 Overstrength Factor : Omega: 2 . 50 Deflection Amplification Factor : Cd: 3 . 00 Base Shear : V: 0 . 0636 x W lin i i i i Main Unit Roof : B Main Unit Roof: A / I ,X I i Front Unit Roof: B i i i Front Unit Roof: A i i i E CO a �F * P COe I o r- CO It is a Tiofration c'fArticie 14 Sfor any person, unless he or she is acting under O 4?C: the direction of a licensedprofessionnrengineerorrandsurviyor, to after an item �0 7 � qN in any 7vay. If an item bearing the seal of an engineer or rand surveyor is � altered, the afterind engineer or rand surveyorshaffaffix to the item his or her sea rand the notation laftered byr folloaved by his or her signature and tfae crate I O.f such afteration, and a speck description of the alteration. FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#` THE BUTLER MFG. ENGINEERS SEAL DOES p• 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: BUTLE �C�) 1/4/24 COMPONENT FURNISHED BY BUTLER EXCEPT Southold, New York DRAWN/CHECK: DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 2 VPC FILENAME: 23-026114-01 1/5/2024 13:14:45 a division of BlueScope Buildings North America,Inc. BUILDER/CONTRACTOR RESPONSIBILITIES SIGNAGE PANELS Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. The Builder is responsible for furnishing signs as required by Code and the Building Department, Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work including but not limited to, exits, occupancy limits, floor loading limits,and bulk storage limits. factors that include induced stresses in the raw material delivered to Butler, fabrication methods, unless stipulated otherwise in the contract documents. In case of discrepancies between Floor loading signs shall clearly indicate maximum floor live load permitted. installation procedures, and post installation thermal forces. Thru fastened panels will exhibit Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type some dimpling when installed, especially when insulation is installed between panels and of commodity stored and the maximum storage height. Signs shall be clearly visible when secondary supports. Dimpling can be minimized by careful installation, taking care not to It is the responsibility of the Builder to obtain approvals and permits from all governing agencies building is fully loaded to design level. Overloading of floors or walls may result in failure. over drive fasteners. and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning DELIVERIES Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then interface design and details are furnished as part of the contract, Butler Mfg. design assumptions springing back into place. All panels experience this action to some degree, especially with shall govern. It is the responsibility of the builder to have adequate equipment available at the job site to concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer unload trucks in a safe and timely manner. The Builder will be responsible for all retention of blanket insulation between the panels and any hard support surface such as steel secondary Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler charges from carriers as a result of job site unloading delays. members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of engineering supply sealed engineering design data and drawings for Butler supplied material as part 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. of the overall project for use by others to obtain permits, approvals, and coordinate with other Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery trades. All interface and/or compatibility of any materials not furnished by Butler are to be receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness considered and coordinated by the builder or A/E firm. under the Uniform Commercial Code. It is critical that damages or shorts be noted on the of the panels and is not grounds for rejection of panels. Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, CONSTRUCTION & ERECTION RESPONSIBILITY material quantities are verified by the Builder against quantities billed on the shipping document. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities However, it is imperative that installed Standing Seam panels be secured to the secondary The Builder is responsible for construction in strict accordance with Butler Mfg. billed on the shipping document if such shortages are not noted on the shipping documents upon structural members and properly seamed prior to departure from the job site each day. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, responsible for work done from any other Butler drawings that are not marked boxes, or crates, shortages must be reported immediately upon unpacking. Should products get SKYLIGHTS "FOR CONSTRUCTION", nor any drawings prepared by others. wet, bundled and crated materials must be unpacked and unbundled immediately to provide Local building departments may require added fall restraint due to conditions that may affect the drainage of trapped moisture. See Erection Guide for proper job site storage procedure. skylight structural integrity. It is the responsibility of the builder to determine and provide any As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice(in Canada - CSA S16), which require U500 tolerance of installed members. Occasional SEALANTS added fall restraint under the skylight as may be required by your building department. field work including shimming, cutting, coping, and drilling for final fit-up are considered part of Sealants shall be applied in strict accordance with Butler details or weather tightness will be RAIN WATER RUNOFF erection. Specified field work and field welding conditions indicated on these drawings shall compromised. Sealant must be applied in temperatures and weather conditions also be included in the erectors scope of work. See Erection Guide for shimming procedure. consistent with labeling. Drainage systems must be designed by the project professional to comply with code requirements. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project INDEPENDENT MEZZANINES professional and contractor are responsible to ensure that primary drains and overflow devices The building erector shall be properly licensed and experienced in erecting metal building systems. such as scuppers and auxiliary drains are provided as required for the required rain intensity at The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements Independent mezzanines must be designed by a professional engineer. The engineer must ensure the building perimeter and at valley conditions to prevent ponding. and all other governing site safety criteria. The builder is responsible for designing, supplying, that proper isolation from the Butler building has been provided to avoid structural damage due to locating and installing temporary supports and bracing during erection of the building. Butler differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no STEEL SHOP COAT bracing is designed for code required loads after building completion and shall not be considered responsibility for the design of the independent mezzanine. The purpose of Butler's shop coat is to provide protection for the steel members during as adequate erection bracing. See Erection Guide. FIRE CODE COMPLIANCE transportation, during temporary job site storage and during erection. Standard shop formulation Shimming of steel buildings during erection may be required to accomodate allowable tolerances is not designed to perform as a finish coat when exposed to environmental conditions. Members It is the responsibility of the project design professional and builder to comply with local fire code during fabrication and erection. Special care should be taken by the building erector to shim regulations including consideration of, but not limited to, building use and occupancy, all building shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the connections where key dimensions must be maintained for building performance as even small construction materials, separation requirements, egress requirements, fire protection systems, etc. painting contractor verifies compatibility between his finish coat and Butler's shop coat. tolerances can have a significant impact on critical dimensions such as height, clearances and Builder shall advise Butler of any special requirements to be furnished by Butler. plumbness, especially as the size of the member or building increases. Conditions where shimming BUTLER MFG. ACCREDITATIONS AND APPROVALS should be expected can include but are not limited to large door openings, critical clear height FIELD MODIFICATIONS requirements, cranes, buildings greater than 45 feet in height, clear spans greater than 125 feet Fabricator Approvals and adjacent frames with different characteristics (like clear span frames adjacent to an endwall Modifications to this building from details and instructions contained on these drawings must be or modular frame). Shims are normally provided by the erector, but may be ordered upon request approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) by contacting your Project Manager. but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or Listed under BlueScope Buildings North America, Inc. rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. City of Los Angeles, CA #F1300031; City of Houston, TX 767; EXISTING STRUCTURES The owner shall not impose loads to this structure beyond what is specified for this building in City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, the contract documents. Butler Mfg. accepts no responsibility for the consequences of any State of Utah, City of Richmond, Ca. Butler must be advised of any structure that is within 20 ft. of Butler's building. Load effects unauthorized additions, alterations, or added loads to this structure. from snow drifting, wind effects, and seismic separation must be considered for both the new and Design Approvals existing structures. Butler has designed the new Butler building for these effects. The owner/builder If the builder intends to invoice Butler Mfg. for modifications in excess cf $1000, The builder IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) are responsible for employing a Professional Engineer to review and verify the existing structure must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. for all load effects from the adjacent Butler building. proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation Canadian CSA A660 Certifications within 30 days of the building completion. Claims submitted without work authorizations, or after BRACING 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate (www.cwbgroup.org) Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Listed under BlueScope Buildings North America, Inc. taken while tightening brace rods so as not to cause accidental or misalignment of components. Standard Practice to be part of erection are not subject to claim reimbursement. Engineering Certifications of Authorization All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For CONCRETE/MASONRY/CONVENTIONAL STUD WALLS USA--AL#CA-5589-E; AZ#22225-0; AR#576; FL#30427; GA#PEF007551; ID#C-2470; IL#184-002649; long or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspending KS#E-29; KY#4490; LA#EF6722; MS#E-0592; MO#E-2010007736; NC#F-0998; ND#1579PE; them from secondary members. The engineer responsible for the design of the wall system is responsible for coordinating with, or NJ#24GA28318800; NV#20437; OH#05898; OK#CA4170PE; RI#8838; SC#6206; SD#C-1787; TX#F4828; Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection VA#0411001520; VA#0411001518; WA#4119; WV#C03059-00 compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and structure must be designed by a qualified professional to deliver lateral loads to primary frames counter flashing of wall systems are to be provided by contractor. The engineer responsible for CAN--AB#P08900; NB#F0951; NL#D0044; NS#30123; NT#P062; ON#100148796; and YT#PP134 and rod bracing struts. Equipment bracing and suspension connections must not impose torsion the wall shall design the anchorage to Butler supporting elements consistent with Code or minor axis loads„ or cause local distortion in any Butler components. Butler accepts no required forces. responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING E All field welding shall be done at the direction of a design professional, and done in accordance Loc�`o,A with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the �, welding as directed by the applicable welding procedure specification (WPS). A WPS shall be It vio/ation ofArticCe T s crrarzy person, urrCess he or is acting under r m €ii w prepared by the contractor for each welding variation specified. The contractor is responsible for the direction of a Ccensedprofessionafengineerorlandrsurveyor, to arteran item m —= tu any special welding inspection as required by local jurisdiction. Filler metal shall be in anyway. if an item hearing theseafofan engineer or/andsttrviyoris 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system afteredf the a/'tering engineer or(4ndsurveyor shaffaffix to the item his or her ( ) py g searand the notation 'czl"tered byr foflo,(ved by his or her su:pwture and the date R SS1�N Seismic Cat D, E oir F , minimum Char V-Notch toughness shall meet AISC-341 criteria (20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). of such a/teration, anda specific description of the arteyatxon. FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTi�ER 1/4/24 LOCATION: Southold, New York �, COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALLAPPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.q,a 3 VPC FILENAME: 23-026114-01 1/3/2024 18:58:49 a division of BlueScope Buildings North America,Inc. 1 2 3 4 5 EL EL B 23'-0" 77'-0" 21'-0" 26'-0" - 24'-6" 24'-6" <*> <*> T- ID8 D8 t t 1 D2 D4 D4 t t I D21 I I I I I I I I I I I I CD0 Im o q I I I I I I I I I I I I D9 o ( I D6 o o I t I o I � —O I I I I I I I I I I I I o � - o CD I I I I I g o N N jr- 4 I I I I I I ID8 D81 I I I p o L� � LD 3 D3 <•> I D5 D5 I I I I o I I I I I I Io I I I I I ICY— ID3 I I I I o D3 o w "' D11 m fD1 I I I I I I I I N I I I I I I I I D2 14 D4 D2t Gy— N °c �p It is a violation.ofXrticfe 145jorany person, unless Fie or she is acting under the direction of a lzcensedprofessionafengitzeerorfa?zdszzroeyor, to arleran it�zn n w ANCHOR ROD PLAN in any Tva-yf. If an item 6eatintl the seafofan engineer orfandsurveyoris aftererl the alterxizg engineer orlandszzn-eyorshaffa�f�r,to tfe item Fris or her seafand the notation "aftered by followed 6y fzis or her signature and t(ze date �A 0 �' of sucfi alteration., and a sped is description of tlxe alteration. FESSIONP 2 3'-0" 1 1 '-0" Dimension Key Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) FOR CONSTRUCTION <*>THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Li 1540 GENESSEE ST. KANSAS CITY, MO 64102 WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York 1/4/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < a DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE: NITS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 4 VPC FILENAME: 23-026114-01 1/3/2024 18:58:50 a division of BlueScope Buildings North America,Inc. Dim. A WIDTH L I- _ o + + _ N W Cq N _ E CMC14 _ E 2 1/2" (64mm) J -e 0 a IrL o W 21/2" 64mm LTJ _ E E ° - z 4) E F + z Zo E + t- E 1 . WIDTH 4" 5" c_*4 E 0 2 1/2" 2 1/2" (L FRAME WIDTH N WIDTH 64mm 64mm 0f3-I 102mm 127mm 2 1/2" 2 1/2" 2 1/2" 121/2 " 64mm 64mm 64mm I 164mm D1 (4) 3/4" Dia. D3 (4) 3/4" Dia. D4 (4 ) 3/4" Dia. Plate W=10", L=11" Plate W=8", L=1 ' -3" Plate W=9", L=1 '-1" D5 (4 ) 3/4" Dia. Gage=4" Pitch=4" Dim: A=1 ' -0" Dim: A=1 '-0" Plate W=9", L=1 '-3" Elev.=100 '-0" Elev.=100 ' -0" Elev.=100 '-0" Elev.=100 '-0" Dim. A Dim. A PITCH DIM.A NUT Ojfo�— HARDENED WASHER 4" (102mm) a PROJECTION N E m N E c� o LENGTH N le N ^ w + + _ r, w BOTTOM OF COLUMN �, z E Z �113 BASE PLATE ELEV. LFJ LLI =) N I& + _I mL+ E � E —TOP OF FOUNDATION - CONSIDER LU " 5"4 � EDGE N ANY SPACE BETWEEN THE FOUNDATION 4" 5" r m AND COLUMN BASE IN ANCHOR ROD N CO cm WIDTH �D LENGTH REQUIREMENT 102mm 127mm � 102mm 127mm 2 1/2" 121/211 64mm I 164mm THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. D ( 3/4" Dia. D6 (4 ) 3/4" Dia. Plate atee W=9", L=1 '-7" D8 (4) 3/4" Dia. D9 (4) 3/4" Dia. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IFTHERE IS INTERFERENCE WITH OTHER PARTS. Plate W=9", L=1 '-3" Dim: A=11 1/2" B=1 ' -2 1/2" Plate W=8", L=1 '-1" Plate W=9", L=1 ' -1" Dim: A=1 '-0" Gage=5" Pitch=5" Edge Out=4" Dim: A=1 ' -0" Dim: A=1 ' -o" SUGGESTED ANCHOR ROD PROJECTION Elev.=100 '-0" Elev.=100 '-0" Elev.=100 ' -0" Elev.=100 ' -0" 1/2" (13mm) DIAMETER CONCRETE ANCHORS 1.ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. (BY OTHERS) 2.ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE JAMB BL SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KS1). IW Z (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD E a VARIES OF TRANSFERRING FORCES FROM ANCHOR RODS TO M E FOOTINGS ARE TO BE DETERMINED BY OTHERS. to W BOTTOM OF 3. UNLESS OTHERWISE SPECIFIED,ANCHOR RODS ARE DESIGNED I COLUMN AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH W BASE PLATE "SNUG TIGHT" CONNECTIONS. 74. FOUNDATION MUST BE LEVEL,SQUARE AND SMOOTH. I I ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN 11/411 —I OPENING WIDTH 1 1/4" ON THIS DRAWING OR STEEL WILL NOT FIT.THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS 32mm 32mm PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 NOTE: 1" (25mm) PROJECTION ABOVE VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE _ E� BOTTOM OF JAMB CLIP STD = 1/2",(13mm) b CENTERS OF ADJACENT AR GROUPS; +-1/4" � LOC O� SEE PLAN FOR JAMB SIZES : J = SIZE y FLUSH = 0 (Omm) c. TOPS OF AR'S• +-1/2" Q? �<� JAMB 'EQ.' VALUES: d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS m k�#Q A ct It �s a•r�inlata�ara c�{;Artir• 145 c�reara �:rAv<�n, zara xr��. rr sfi�is actin zand>£.r �.,� w 7 EQ — 2" 51 mm 8.5 EQ = 2 3/4" 70mm ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO - _ W ' EXCEED 1" TOTAL. the�recti,ln of a firemeflari esvionarengitteererfiandsurr,,��on try alteran item � `" �-� .. " TYPICAL COLUMN in ant way. t art item faea°n t fie sea ft� Carr era inner or(arid srrrz,�r or�v - 10 EQ = 3 1/2 89rr1m 11.5 EQ =41/4 108mm e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN �` �• ,.� � ..� iT .� LINE; +-1/4" artered,the afteringen�girae °rrrfand.surl=eyorsfia affiTtntie item fiisnrher p, sea��arad-ire notation "adter�xd'Fj�"�7t' yr��erf 6,�fii;�nr her,ragrz�taar�:arr��t,�ae dace �� ESS1Oi� FRAMED OPENING DETAIL BASE PLATE DETAIL 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE cr fan t fie ot'a arzaffr ��zfr�r vlT Ltd a the zafterxzgna REACTIONS REPORT. � _ �, .� FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING ANCHOR ROD PLAN - DETAILS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT D 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Cor JOB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold UTLER 1/4/24 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York O DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a PACE: 5 VPC FILENAME: 23-026114-01 1/5/2024 13:12:41 a division of BlueScope Buildings North America,Inc. Bracing Part Schedule Part Qty Length Detail 05RS3203 2 32 ' -3" BR01G2 03RS2811 2 28 ' -11" BR01G2 1 2 3 4 5 03RS2506 2 25 ' -6" BR01G2 05RS2908 2 29 ' -8" BR01G2 05RS3210 2 32 ' -10" BR01G2 CX010 CX012 CX002 CX004 CX006 CX008 03RS3001 4 30 ' -1" BR01G2 i i i i i i i O�� 0S i 0 i 01 i 70 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i e o sr i i L O N O OO e-I H O I O Co O .--I O I x O O x N a W W tx N I I ! a x I i i I I i i i i i i i i i ti i i i i i i i i i i o m r o I ! E PX 0 0 6 -0- ------- — ---— --—--- --------—-- -- ------ 0-- —— o o as x x x EPX005 x a a a 0? ' lT ' V 00, ! ! 0� i ! i i i I _ ! CDi i o I i i i o io 00 i i o N O O 1 N x x I a I ^ I ! I I I i r10p i I 1 11 I I N to O J O1 (h I p J ! O O O O i ! i I a a p�4 a a p I I I I o i i i I U I I EPX002 H EPX004 CX009 CX011 ICX001 1 ICX001 I I I I I 01? I RS i (9,7 7 I I I I I I I I I = I I I I O LO I I I I I I = I I O I I I I I I I I I I I I I I I ^ I I I I O I I I I I I I I C] EPX001 I 0 0 i w 01 �03RS2506 x I 04 W W o w -;------------------------------------------------------------------------------------- 5 0 - - - - - - - - - - - - - - - - - - - - - - - }—�- - I --- ---------0 3RS 2 6---- ---�-------------------------------------------------------------------------------- E PX 0 03 i I I i L ; O O u O 0 0 a x a � .SRS2 a 90 i i I 8 1 I 0 I i i i i N 1 = I I O I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I 2 I I I I �✓ 1 I I Z I I I I I I I I TI -----------CX013---------------RBX021----------------CX014-----------��- + CX001 CX003 CX005 CX007 l.QC,�C CO m 1 Uj 21'-0" 1 1 26'-0" 24'-6" 24'-6" 1 n I � 'I ` BL 10 BL it,ixa viafation n rtirfe 14 5 crarz ,person, unfesv fat?orshc>v a�:ti 11nder � PRIMARY AND ROOF BRACING PLAN p��recti�?ra� �a�!r €�s>nd.rcac�si<�1ttt��t il��erc�rl�tr�fsurt° �r t+�c� czrrita°rya BL A� �'E891QN�� p �a in atzy way. If an item beafitkq tfie seafo f an ei ine r or hndsurreyor is a(terecf tfizealrteringeragineercarfand'saarv)vrsftafl-a, rto the item hisorfier 1 1 ' -0" seafand tfie rr€atation "aitere!d by", 'cali'�na.,ed fi r hit earfizz=r signat ure acid the date Dimension Key Shape Name = Main Unit, Shape = Front Unit (If surfiaftercatuazr. a►r3faTpeci.,irde�7, �,ticanofMe aheratorl- PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY AND ROOF BRACING PLAN W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, MFG.AND DESIGN AND PERFORMANCE UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER .S SEAL DOES p' 23-026114 SIDE OF THE WEB AS THE, HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports '~ DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold New York $[./TLE'j? 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 6 VPC FILENAME: 23-026114-01 1/3/2024 18:58:52 a division of BlueScope Buildings North America,Inc. Frame Member Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Vert. Clearance at member WEPX001 1. W10X33 9 3/4" 9 3/4" 14 ' -9" 499# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) WEPX001 2: W10X33 9 3/4" 9 3/4" 14 ' -9" 499# 2 3 4 5 77'-0" 0.0000:12 I I I I H I I N I I WRX004 (NS) WRX011 I WRX004 (NS) WRX005 (FS) WRX005 (FS) WRX013 0 0 0 0 M I N I '_ n 4 STAIR OPENING 4" 4'-2" 20'-4" N p O N O O w w w w � 3 � N f-i 27'-0" 24'-6" 25'-6" CL CL 77'-0" BL FRAME CROSS SECTION AT FRAME LINES) E BL v H. L0C �O * O cu It is a T iotatiorl of Articfe 14.5fxtrany persotr, unre&s'fir orsfie is acting under0 tfie direction cif a ccrrzsef rc�V fes»sinixa/ci: i�arernrlar slxi £ £) to atter�and item A in any .vwy. I f tin item bearing t/ie searof arr engineer or�zndsur°ceyor is �SS100 4 3'-6 7/16" aftered, tfit afteritig engineer or f+atldsiln.,eyorsfi7ffggi'x tct tfie item hi.S or Fier 3 2 @ 5' -0" seafand tfie notation'ifterc=dGy'; offinved 6j,fis or her si natiiry and"the date 2 3 ' -6" cf sittfx afterratio , arch,r�eci�'c description of the alteration. 1 4 ' -Off ❑ Dimension Key Shape Name = Main Unit Wall 1, Frame 3 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES E SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY EE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS RIOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED CR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: a DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York BUTLER 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU PAGE: 7 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vFcvERsloN: 2023.4a FILENAME: C:1Users1abehm1OneDrive-BlueScopelDesktoplWorking Ordersl23-026114-011CAD FEDS17-FRAME CROSS SECTION AT FRAME LINE(S)E.dwg SAVE DATE: 1/17/2024 SAVE TIME: 08:49:43 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Roes Rows PartNo Horiz . Clearance between members l (CX001) and 10 (CX002) : 74 ' -0 15/16" CX001 1 6. 0000 . 5000 . 1644 1 ' -3" 1 ' -3" 22 ' -4 11/16" 675# Dia. L Out In Horiz . Clearance between members 1 (CX001) and 11 (CX002) : 74 ' -0 15/16" RBX001 2 5. 0000 .3750 . 1345 2 ' -1" A 4 2 ' -1" 26' -4 11/16" 586# Length Thick.A325 3/4" 2 1/2" 1/2" 1 1 0097284 B 4 A325 3/4 2 1/2 3/8 1 1 0097284 Vert. Clearance at member 1 (CX001) : 20 ' -3 5/16" 3 5. 0000 . 1875 . 1345 2 ' -1" 2 ' -1" Vert. Clearance at member 10 (CX002) : 15 ' -10 13/16" 4 5. 0000 . 1875 . 1345 2 '-l" 2 ' -1" C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Vert. Clearance at member 12 (EPX001) : 22 ' -0 13/16" RBX002 5 5. 0000 . 1875 . 1345 2 ' -1" 1 '-8" 26' -10 5/16" 454# D 8 A325 3/4" 2 1/2" 3/8" 1 3 0097284 Vert. Clearance at member 13 (EPX002) : 23 ' -8 1/2" 6 5. 0000 . 1875 . 1345 1 ' -8" l ' -5 11/16" E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX003 7 5. 0000 .2500 . 1345 1 ' -5 11/16" 2 ' -1" 6' -0 5/16" 128# F 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 8 5. 0000 .2500 . 1345 2 '-1" 1 '-4 1/4" <S> RBX004 9 6. 0000 . 2500 . 1345 l ' -4 1/4" 1 ' -10" 19' -5 15/16" 407# - (2) Washers (095872) req'd at Flange Brace to Secondary. CX002 10 6. 0000 .2500 .2500 1 ' -3" 1 ' -3" 15 ' -10 13/16" 306# 11 6. 0000 .2500 . 1345 1 ' -3" 1 ' -3" EPX001 12 6. 0000 . 3750 . 1875 1 ' -2" 1 ' -2" 22 '-1 1/16" 570# BR25CA EPX002 13 6. 0000 . 3750 . 1875 1 ' -2" 1 ' -2" 23'-8 7/8" 606# BR25CA F D C A 3 S 58'-2 3/8" 0.9968:12 10 0 O 0 O N O n v 4 n v o N v � - �_ - -- \ \ `gS�16,, V O O N P� W - -- - U -� - \ 6 0 O O N 0.l W FC x - O o C) U � mw ro U 3 x�- - - - C \ \ 00.12 O N W rn rC (D r U --- w m x 3x - �-- D o (D � x- - - - RBX003 \ \ O N '- w - (D 3 x ___ - I F B RBX002 00 -1 \ O N \ N U .-4 �0 9 \ \ N I \ C> RBX001 \ \ w w r (z w �7 3 \ \ I \ w WRX014 (NS) WRX003 (NS) I E I N WRX001 WRX002 0 o 0 0 o U I o 0 0 o I 0 0 0 o I 0 0 N N O CD w I I o N w N O W � O I � I Ln z N I I \ N N N LnI N - I I N i-i I I I I I I I I I I 1 1 23'-0" I I 15'-0" 40'-0" CL CL 78'-0" BL FRAME CROSS SECTION AT FRAME LINE (S) 2 BL 10 27 ' -9 5/16" Ridge Ht. � p �Oc,�`0 9 2 '-3 5/16" * O 8 3 1/2" C� n ��+� ,r 7 4 ' -5 3/4" It is a-violation oYf, rticfe 14£for any person, unress he orshe is acting urtd wider rn -_ w the direction t f a tircrisedl)rof-essionalengineerorfati fsrirtey-or, to aftcran item (P � *n� �w 4 ' -5 13/ "5 in anal itay. I f an item bearing the leaf rf an engineer or farufmzn� �'or is BOA 0 8 5 1 ' -1 1/4" aftered, the afte7ing err tot t�item his or her �� SSt �'P4 ' 4 2 3 '-6 11/16" Irteer or fxtrd sarry ° ar sulfaf- seafandtfie notation 141teredby'jo fO�t ed y,his orhers(gnature andtfie date 3 1 ' --1" of such alteratiem, anda.she i-fir description of the afteration. 2 3 '-2 1/2" Dimension Key Shape Name = Main Unit Wall 4, Frame 1 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF rMiNk BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 2 (a) SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Lj 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FCR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV:F DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: ° 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 < SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York ��TL�R 01/17/2024 TO FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE:GE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a $ FILENAME: C:1UserslabehmlOnel3rive-BlueScopelDesktoplWorking Ordersl23-026114-011CAD FEDS18-FRAME CROSS SECTION AT FRAME LINE(S)2(a).dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:46 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1 (CX003) and 9 (CX004) : 72 ' -4 9/16" CX003 1 8 . 0000 . 3750 . 1644 1 ' -0" 2 ' -4" 22 ' -5 3/4" 779# Dia. Length Thick. Out In Vert. Clearance at member 1 (CX003) : 20 ' -2 5/16" RBX005 2 5. 0000 . 2500 . 1345 2 ' -1" 1 '-1" 25' -3 9/16" 413# A 12 A325 3/4" 2 1/2" 3/8" 4 2 0097284 Vert. Clearance at member 9 (CX004) : 15 ' -10 11/16" 3 5 . 0000 . 1875 . 1345 1 ' -1" 1 '-1" B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 10 (ICX001) : 23 ' -4 3/8" RBX006 4 5 . 0000 . 3125 . 1345 1 ' -1" 2 ' -1" 26' -10 7/8" 592# C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5 . 0000 . 3125 . 1345 2 ' -1" l '-5 5/8" D 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284 RBX007 6 5 . 0000 . 2500 . 1345 1 ' -5 5/8" 2 ' -1" 5 ' -ll 3/4" 131# E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 7 5 . 0000 . 2500 . 1345 2 ' -1" 1 '-4 1/8" F 8 A325 3/4" 2 112" 1/2" 2 2 0097284 RBX008 8 6. 0000 . 2500 . 1345 1 ' -4 1/8" 2 ' -1" 17 ' -8 1/2" 390# CX004 9 8 . 0000 .2500 . 1644 1 ' -0" 1 ' -10" 17 ' -9 1/4" 455# ICX001 10 8 . 0000 . 3750 . 1644 1 ' -2" 1 '-2" 23 ' -4 9/16" 685# F IC A 3 S 58'-2 3/8" 0.9968:12 10 @ 5'-0" O N � N U O 1. M o U � T CN o - - CD 3 x 9. O N '0h 22, _ 0 6 C \ 0000. NOTE: ko o N x - _ - - a2 o N U � N O N W Oa < SEE PAGE 26 FOR SPANDREL o N CQ � � x_ - - - - CD D \ BEAM CROSS SECTION. 44 CQ - - -- - - xB \ °° N x - - - I X007 6 a4 Cn Ur U � _ - -- B a co - ---�- o \ w w o F \ o RBX006 \ o N (D � C> � O .� N O A R8x00,9 \ \ o I ggX005 I \ \ ro \ I \ a 0 I E 1-4 I I I r WRX009 (NS) WRX010 (NS) WRX014 (FS) WRX010 (NS) WRX008 (NS) WRX003 (FS) WRX004 WRXO05 I 0 0 0 0 o 0 0 o I 0 0 0 o 0 0 I o o I N N Ci " O O I H I N I N M O O _ x U W I I n 2r4 o N x fl CD o W N W I Nco I <r I _ I N � f-I C I � I I I I I I I I I I I I I 0 1 CL 1 19'-0" 19'-01, 38'-0" 1 40'-0" 78'-0" 10 27 ' -9 5/16" Ridge Ht. BL FRAME CROSS SECTION AT FRAME LINE (S) 3 BL ✓y 9 2 ' -3 5/16" co LO O� 8 3 1/2" It is a T-iolation ow fArtick 145 f 3r any person, :a tkvi fie or she is acting under 0 <' m . y * 7 4 5 3/4" the drection of a trice rsedr-rof�ssionaf engineer or r4ndsun.-,i5 zr, to after an item m X 6 4 ' -5 13/16" cr in arr�,��va�3. If art item 6�rar7r� tie serrfof art err�irrec7r or�andsurr=t:�or is a/tered, the altering engineeror land-surt v rshiaffa�,�i.-,to tfir item his or her �p 70 0 4 �0 4 2 @ 3 ' -6 11/16" seafand tfre notation 121teredfiyjoflo,rtvdby his or hersignvtllre aruf the date 3 11 -1" Of sueft alteration, ands specific descni tion o�f the alteration. �SSION 2 3 ' -2 1/2" Dimension Key Shape Name = Main unit Wall 4, Frame 2 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 3 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 a SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN UTLER 01/17/2024 u, COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL LOCATION: Southold, New York ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 1 9 FILENAME: C:IUserslabehmlOneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS19-FRAME CROSS SECTION AT FRAME LINE(S)3.dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:44 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1 (CX005) and 9 (CX006) : 72 ' -4 9/16" CX005 1 8 . 0000 . 3750 . 1644 1 ' -0" 2 ' -4" 22 ' -5 3/4" 774# Dia. Length Thick. Out In Vert. Clearance at member l (CX005) : 20 ' -2 5/16" RBX005 2 5. 0000 . 2500 . 1345 2 ' -1" 1 '-1" 25' -3 9/16" 413# A 12 A325 3/4" 2 1/2" 3/8" 4 2 0097284 Vert. Clearance at member 9 (CX006) : 15 ' -10 11/16" 3 5. 0000 . 1875 . 1345 1 ' -1" 1 ' -1" B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 10 (ICX001) : 23 ' -4 3/8" RBX009 4 5. 0000 .3125 . 1345 1 ' -1" 2 ' -1" 26 ' -10 13/16" 592# C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5 . 0000 .3125 . 1345 2 ' -1" 1 ' -5 5/8" D 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284 RBX010 6 5. 0000 .2500 . 1345 1 ' -5 5/8" 2 '-1" 5 ' -ll 3/4" 131# E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 7 5. 0000 .2500 . 1345 2 ' -1" l '-4 1/8" F 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284 RBX011 8 6.0000 .2500 . 1345 1 ' -4 1/8" 2 ' -1" 17 ' -8 1/2" 390# CX006 9 8 . 0000 .2500 . 1644 1 ' -0" 1 ' -10" 17 ' -9 1/4" 455# ICX001 10 8 . 0000 .3750 . 1644 1 ' -2" 1 ' -2" 23' -4 9/16" 685# F C A 3 S 58'-2 3/8" 0.9968:12 10 @ O N 3 � W N U rl N �--- - - C7 3 .�L 'On 22r 4 o N UU 44 3 � Q N �- O �: NOTE: � o c \ \ 12 SEE PAGE 26 FOR SPANDREL � o N o D RBXp10 \ BEAM CROSS SECTION. N w \ ,-a co U - c� 3 x - - B I \ 6 aw W - - o \o o F \ io RBX009 \ O N \ N U .-I o 0 3 x N H A .j \ \ o I w I RBy I \ \ C N ,�$ I I \ \ w WRX008 (NS) I E 0 I I WRX009 (FS) WRX010 (FS) WRX012 (NS) WRX0010 (FS) WRX008 (NS/FS) WRX013 (FS) WRX004 WRX005 I I o 0 0 0 0 0 0 o I 0 0 0 o 0 o I o o I N o0 o I H I N tf) O O >C ^ U w I I w I I I z N - n N _ x o o W N Wco c I N � I I I I I I I I I I I I I 1 CL 1 19'-0" 19'-0" 38'-0" 40'-0" 78'-0" BL BL 10 27 '-9 5/16" Ridge Ht. 9 2 '-3 5/16" FRAME CROSS SECTION AT FRAME LINES) 4 � OC 0'A 8 4 ' -5 1 2 3/4" it is a violation of grticfe 14 5 jorarty person, urtre ss he or she is acting under � m the direction cfa flcensedprkfes io f engineer orr4ndsl•�rr>ey0r, to a!teran item m �� (� 6 4 5 13/16 in any .u.,ay. If an item bearing tf seal of an engineer or&ndsurT�r'}�or is ZN� 5 1 ' -1 1/4" aftered, the aftering engineer or 6aridsiir y(,)rsr�rtCaffi.,to the item his or her �A 0 g fir, 4 2 @ 3 ' -6 11/16"' seaf andthe notation "h1tered1jy"joff u,,ezfbyhisorher*natureandtfiedate �Q�SSIC7N�� 3 1 ' -ivy of such alteration,inn, anda Teri rc description a-f't fie alteration. 2 3'-2 1/2" Dimension Key Shape Name = Main Unit Wall 4, Frame 3 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 4 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. ,JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 a SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York 01/17/2024 u_ COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 10 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NITS BUILDER'S PO#: 23-13 vPc VERSION: 2023.4a FILENAME: C:1Userslabehm1OneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS110-FRAME CROSS SECTION AT FRAME LINE(S)4.dwg SAVE DATE: 1117/2024 SAVE TIME: 10:29:43 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX007) and 10 (CX008) : 74 ' -0 15/16" CX007 1 6. 0000 .3125 .1345 1 '-3" 1 ' -3" 22 ' -4 3/4" 463# Dia. Length Thick. Out In Horiz . Clearance between members l (CX007) and ll (CX008) : 74 ' -0 15/16" RBX012 2-4 5 . 0000 . 1875 .1345 1 '-8" 1 ' -8" 26' -4 1/8" 442# A 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 1 (CX007) : 20 ' -8 3/8" RBX013 5 5. 0000 . 1875 .1345 1 ' -8" 1 '-8" 26' -10 1/8" 470# B 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284 Vert. Clearance at member 10 (CX008) : 15 ' -10 13/16" 6 5. 0000 . 1875 .1345 1 ' -8" 2 '-1" C 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 Vert. Clearance at member 12 (EPX003) : 22 ' -1 13/16" RBX014 7 5. 0000 .2500 .1644 2 '-1" 2 '-4 3/16" 6 '-0 1/2" 153# 8 5. 0000 .2500 .1644 2 ' -0 7/16" 1 ' -1 5/8" <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member 13 (EPX004) : 23 ' -8 3/4" RBX015 9 6. 0000 .2500 .1644 1 '-1 5/8" 1 ' -10" 19' -5 15/16" Vert. Clearance at member 14 (EPX005) : 24 ' -8 1/2"432# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) CX008 10 6. 0000 .2500 .2500 1 ' -3" 1 ' -3" 15 '-10 13/16" 327# 11 6. 0000 .2500 .1644 1 ' -3" 1 ' -3" EPX003 12 6. 0000 . 3750 .1875 1 ' -2" 1 ' -2" 22 ' -2 1/16" 571# BR25CA EPX004 13 6. 0000 . 3750 .1875 1 ' -2" 1 '-2" 23 ' -9" 593# BR25CA EPX005 14 8 . 0000 .2500 .1644 1 ' -2" 1 ' -2" 24 ' -8 1/2" 570# BR25CA F E C B A 3 S 58'-2 3/8" 0.9968:12 10 @ 5'-0" A 0 V A d 0 CO o p V l0 '� �-I N O A O N rQ M U O U -7 A 0 Nm -Q cw73 p wm ro @4, V n w m CD 4 CD N rl O N - - - U �$ tL - - �---� - U' .Y. �O„ 2z, U CQ A w U o c� 3 x _ A V Cu 0] -� C:) N 0 6 UI t� .'� 2L -. - -�'� \ N U -I I� O N -• �- I W 000 1 m N U - �� - A C7 3 2 oN U N [0 - - �-�-- - M m tD 3 x - A ID 3 - _ - C Nw NU U - - RBX014 \ \ 6 W A � RBX013 \ C N ,A R8x01S o 00 ' CDRBX012 N U U � aU7 FC PG1 h w m n cD x co U C7 I a, GC170120 r- WRX008 (NS) -I I r-I r c I � WRX012 (FS) WRX008 (FS) B WRX007 WRX00600 0 0 I o 0 0 0 0 0 ° 0 0 0 ° o I N O GC170120 0 0 �+ 0 w GC170120 cn w w i+ I o w I N CD I C, 0 rn x I U rn � w I w I I w H N I 2 N N N N - GC170120 roLn c I � GC170120 GI' I Ol I d' I I I GC170120 I GC170120 I I I 1 1 19'-0"- 19'-0" 20'-0" 20'-0" CL CL CL 78'-0" BL FRAME CROSS SECTION AT FRAME LINE (S) 5 BL �Q-�-1 N �pC�CO,p� 10 27 '-9 5/16" Ridge Ht. m i 9 2 '-3 5/16" r m m Z 8 3 1/2" 1t is a t4oratian of rtirfe 145fo r a i ity pees►€r, nn re,sr he orshe i a c t h i q under 7 4 ' -5 3/4" the direction o,,falicenrced/arofesriotiaretigitieerorf4ndsnlxvc�r, tc�czltt�rtc�� rte�Pr. 6 4 '-5 13/16" in any gamy. If an item bearing the srarof an engineer orlandstrrc.'eyor is A� � -Sa�pNPv 5 1 ' -1 1/4" altered, the afterfy engineeror fandsarrrg 'orsfita a t0 the item his or her 4 2 @ 3 '-6 11/16" sealand the notation ' lterrd{rj!'fot�ni,ed by.his car her sit n ature atad tf e date 3 1 ' -1"2 3 ' -2 1/2" of sash afteration, ands Teci�c description of the afterratirtm 1 8 1/2" 0 Dimension Key Shape Name = Main Unit Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 5 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ° UNLESS NOTED OTHERWISE. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. PRIOR WRITTENREV: DATE: BY #: j 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES APPROVAL OF BUTLER MFG. : DESCRIPTION: BUILDER: Radon Construction Corp. JOB 23-026114 Q SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 01/17/2024 LOCATION: Southold, New York o COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vPcvERsioN: 2023.4a 11 FILENAME: C:1Userslabehm1OneDr1ve-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS111 -FRAME CROSS SECTION AT FRAME LINE(S)5.dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:41 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX013) and 4 (CX014 ) : 21 ' -8" CX013 1 8 . 0000 . 2500 . 1345 1 ' -6" 1 ' -6" 14 ' -5" 366# Dia . Length Thick. Out In Vert . Clearance at member l (CX013) : 12 ' -10 1/2" RBX021 2-3 8 . 0000 . 3750 . 1345 1 ' -6" 1 ' -6" 21 ' -7 3/4" 647# A 14 A325 3/4" 2 1/2" 3/8" 3 3 0097284 Vert . Clearance at member 4 (CX014 ) : 12 ' -10 1/2" CX014 4 8 . 0000 . 2500 . 1345 1 ' -6" 1 ' -6" 14 ' -5" 366# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 2 3 ---------- --- ------------------------------------------------------------------------------------------------------------------------------------------------ ----------- I i i i i i i i i i i I ; I ; I ; I , I ; I ; I ; I ; I ; I ; I ; I ; I ; I ; I ; I , I , I ; I ; I ; 1 , I , I , I ; 1 ; 1 I I ; I I I , I I 1 ; I I I Q1-01 ; I I 1 LG 1 O I I A A HFB3060 HFB3060 1 I ; i i RBX021 i i i i i i i i i i i i i i i i i i i i i i i i I ; i i i i i i i i i i i i i I 1 I I I I I I I 1 I 1 I 1 I 1 I LO i I i I I � I I � I I p � I i U i I i I ; I i ; ; ; ; ; ; O N L°° �0�A I `r< ►- o � 1 24'-s^ 1. ca 1 It is a vinfaticrn n,f,;Irtiefe 145 forany person. unfess fie orsfie is acting iinder Z IU 26'-0" the direction ofa ficensedr-n fes,4on lengineer or randsurf leyor, to arteran item in arty .,r ay 1 f an item ficarirrsg the scat(f an engineer or fandstime,yor is PORTAL FRAME ELEVATION ALONG F altered; the aftering engineer or &ndfsijnt;yor shaffaf io the item his or her 0 .5510NP� seafand tfm notation "aftered byl"f lToTc ed by his or her sigrrai ure and the date If such alteration, anda sped w description of the afteratimm. 1 811 Dimension Key Shape Name = Main Unit Wall 4, Frame I PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN .I BOLTS FOR SECONDARYCONNECTIONS, ONLY THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 PORTAL FRAME ELEVATION ALONG F MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: �� 23-026114 SIDE OF THE WEB AS THE: HILLSIDE WASHER. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.q,a 12 VPC FILENAME: 23-026114-01 1/4/2024 12:38:06 a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1 (CX009) and 6 (CX010) : 36' -7" CX009 1 6. 0000 . 3125 . 1875 1 ' -0" 1 ' -0" 16' -1 5/8" 347# Vert. Clearance at member 1 CX009) : 16 ' -1 5/8" Dia. Length Thick. Out In ( RBX016 2 5. 0000 . 1875 . 1345 1 ' -6" 1 ' -6" 19' -4 1/16" 319# A 4 A325 3/4" 2 1/2" 1/2" 1 1 0097284 Vert. Clearance at member 6 (CX010) : 16' -1 5/8" RBX017 3 5. 0000 . 1875 . 1345 1 ' -6" 2 ' -3 13/16" 5 ' -11 15/16" 122# B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 7 (EPX006) : 24 ' -4 11/16" 4 5. 0000 . 1875 . 1345 2 ' -3 13/16" 1 ' -6" C 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX018 5 5. 0000 . 1875 . 1345 1 ' -6" 1 ' -6" 19' -4 1/16" 319# 0 11 _0II 161 5/8tl 354# <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. CX010 6 6. 0000 . 3125 . 1875 1 //_ EPX006 7 8 . 0000 . 2500 . 1644 1 ' -0" 1 ' -0" 24 ' -4 11/16" 529# BR25CA C B A 3 J 2 / \ o Un N 22 O N w o 6 t m 0 000 O \c7 3 . x 1 / B B \ / RBX017 \ �,9 � N m c> r o N 6 � � x c� a, i � 6 w g��p1 O p N I 0 0 N A A I I I I I I I o 0 x a, w I I I I I I o, I I r _ CD 1-4 O U U -I ut I I I I I i I I I I I I I I I I Q F L°C�O� 20 -0 20 0 O <� 4 01-0„ 1-t is a violation n,f fl rticfe 145 foranyper on, unf sc fie or she is acting xtnd m °' tilt, w 7 27 ' -9 5/16" Ridge Ht. thedrectiono alxceneeef ro essiortxafen itreer'ortararfstint (7r, to Z 2tu 6 3 1/2" BL FRAME CROSS SECTION AT FRAME LINE (S) 1 sL f + 3 tp 5 4 '-5 3/4" in any v.,ay. if an item bearing t he seaf of an engineer or�iand srcr�eyor is al"tered,, the al"terin err itteererfattd-starc� =o x.e rshaffa to the item his orfrer i4 8 4 4 ' -5 13/16" seaf and the notation Tittered by'foffover�dy fiis or tier si natrtre and�the mate �� 'SSIONP~ 3 1 '-1 1/4"2 2 ' -3 5/16" Of stack alteration, ands specific description of the alteration. ❑ Dimension 1{ey Shape Name = Fron1 Unit Wall 4, Frame 1 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (490E0) AND NUT (47120) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED FRAME CROSS SECTION AT FRAME LINE(S) 1 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w° DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York BUTLER 01/16/2024 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE:GE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S po#: 23-13 VPC VERSION: 2023.4a 13 FILENAME: C:Wserslabehrn%OneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS113-FRAME CROSS SECTION AT FRAME LINE(S)1.dwg SAVE DATE: 1/12/2024 SAVE TIME: 14:24:44 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx. Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX011) and 9 (CX012 ) : 36 ' -7" CX011 1 6 . 0000 . 3750 . 1644 1 ' -0" 1 ' -0" 16 ' -3 15/16" 389# Dia. Length Thick. Out In Horiz . Clearance between members 1 (CX011) and 10 (CX012 ) • 36 ' -7" 2 6 . 0000 . 3750 . 2500 1 ' -0" 1 ' -0" A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284 Horiz . Clearance between members 2 (CX011) and 9 (CX012 ) : • 36 ' -7" RBX019 3 5 . 0000 . 2500 . 2500 1 ' -4" 1 ' -4" 19 ' -4" 392# B 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Horiz . Clearance between members 2 (CX011 ) and 10 (CX012) : 36 ' -7" 4 5 . 0000 . 2500 . 1644 1 ' -4" 1 ' -4" C 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert . Clearance at member 2 (CX011 ) : 16 ' -3 15/16" RBX020 5 5 . 0000 . 1875 . 1345 1 ' -4" 2 ' -3 3/16" 6 ' -0" Ill# Vert . Clearance at member 9 (CX012 ) : 16 ' -3 15/16" 6 5 . 0000 . 1875 . 1345 2 ' -3 3/16" 1 ' -4" Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX021 7 5 . 0000 . 2500 . 1644 1 ' -4" 1 ' -4" 19 ' -4 1/16" 392# 8 5 . 0000 . 2500 . 2500 1 ' -4" 1 ' -4" CX012 9 6 . 0000 . 3750 . 2500 1 ' -0" 1 ' -0" 16 ' -3 15/16" 386# 10 6 . 0000 . 3750 . 1644 1 ' -0" 1 ' -0" C A 3 3 o / \ 10 0000'12 � N � //// O O \\\\ � � � 22 •4 �I16^ 6 3 � /�/ \\3 x �16n B C \\\\ 12 / RBX02C \\\ 6.0000 48x021 \\\\ / / \ N N I 3 °k° a \ 1 j 0 g��•019 0 N I A A I I I I N I I I I C� I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 � I I LO I I � I I � I LO I I LO CD � I � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I of W CO H. Loy 0 7 2 7 ' -9 5/16" Ridge Ht . It is a violation ofArticle 14.Efor any person, iiniess fie orsfic isacting iindet' 6 3 1/2" a o -o" the direction,(fa�cert sc�drrx fesrvionarerrcgiraecr ar ran .surc,,Osc?r•, to alterr an item �u 5 4 ' -5 3/4" BL FRAME CROSS SECTION AT FRAME LINE (S) 2 BL in any°ccy. If an item 6eming t&.vealofan engineer orlandsume.)kvis OA �p 8 4 4 ' -5 13/16" alters>d, the altering engineer or land were tyor shaffaff-,to tficx item his or/ier �, g S810N4 3 1 ' -1 1/4" seraland tte notation "altered y"f ffoTtred y his earfier*natcere card tfre elate 2 2 ' -3 5/16" of srecFZ alteration, anda.srt.7cif iz.descripti4in o�,{�tfw raf er'erti{irc. 1 8 1/2" Dimension Key shape Name = Front Unit Wall 4, Frame 2 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG.APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 MFG. AND DESIGN AND PERFORMANCE SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS,UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES REV: DATE: BY: DESCRIPTION: BUILDER: 23-026114 SIDE OF THE WEB AS THE 14ILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: BUTLHR 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT Southold, New York DRAWN/CHECK: DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDERS PO#: 23-13 VPC VERSION: 2023.4a PAGE: 14 VPC FILENAME: 23-026114-01 1/5/2024 13:14:27 a division of BlueScope Buildings North America,Inc. Frame Member Schedule Part Mem. Width Thick. Webthk Depth Approx. Lgth &A }- WRX001 50001 W18X35 .4250 .3000 1'-5 11/16" 21'-9 1/2" WRX002 50001 W14X22 .3350 .2300 11-1 11/16" 15'-0" 0 "'AL'- -'`' 'C7"RZI" WRX003 50001 W12X14 .2250 .2000 11 7/8" 26'-0" WRX004 50001 W18X50 .5700 .3550 1'-6" 17'-9 1/2" r Z's WRX005 50001 W18X50 .5700 .3550 1'-6" 19'-0" WRX006 50001 W16X31 .4400 .2750 1'-3 7/8" 19'-0" WRX007 50001 W16X31 .4400 .2750 1'-3 7/8" 17'-9 1/211 61 ,� 5- - y� WRX008 50001 W12X14 .2250 .2000 11 7/8" 24'-6" WRX009 50001 W14X22 .3350 .2300 1'-1 11/16" 24'-6" r ,c WRX010 50001 W16X26 .3450 .2500 1'-3 11/16" 24'-6" 1,3 WRX011 50001 W16X26 .3450 .2500 1'-3 11/16" 18'-101, `aa WRX012 50001 W12X19 .3500 .2350 1'-0 3/16" 24'-6" y �� WRX013 50001 W12X14 .2250 .2000 11 7/8" 20'-4" 04 ;4 WRX014 50001 W12X19 .3500 .2350 1'-0 3/16" 26'-0'v rA p F:.;.NrrF uR WEB Mezzanine 1 @ 14/9/0 Floor Type Non-Composite -_M20R7A_VT ZRZ:,.R NuTE: Loading Type Storage Eli;LM CCNN7- -Z. u _ m 3 Mezzanine Category Partial Floor CA.RY MUST BE TA=N N!1i?' ERZ,271.�;, E�1%13. Bracing Category Unbraced Top of Floor 14 '-911 Total Thickness of Deck + Topping 4" Top of Joist 14 '-5" 2 B 3 4 5 Min. Clearance from Floor to Rafter 5'-5" o Min. Clearance from Floor to Joist 12 '-6" SEE SECTION "E" FOR SLAB � Floor Dead Load 56. 00 psf [Rl] IR2] EDGE AT CORNER _ Floor Live Load 125. 00 psf Not - - - - - - - - - - - - - - - - - - - - Reducible (� I- - - - - - - - C [R9] -\ T EPX004 Coll. Load: 5.00 psf EPX002 WRX003 ICX001 �L ICX001 [R6] � Partition Load: 0 .00 psf I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Floor Live Load Deflection 360 I [R4] [R9] - - - - - - - - - - - - - - Floor Dead + Floor Live Deflection 240 WRX008 WRX008 I \- [R3] _ [R3] 1 [R3] [R3] I I II I [R7] N x I E �j WRX010 3 ► [R8] [R7] Ln I _ o 0 0 0 0 o i 1 x x I rn L I I I [R4] E I N I I I I I I [R3] [Rl] WRX014 o CD EPX001 o a [R6] E I x 1 I I F CD I [R6] 1 w [R9] [Rl] z l I [R9] w F-iw CD� N I _ - - - - - - - - - - - - - �EPX003 i ao I °� I I [R9] WRX013 [R2] [R2] WRX012 � a I H I [R3] _ [R9] [R6] A t 0 1 I I I I [R7] E [R8] CD CD CD 1 1 a I WRX010 N [R7] 0 0 4 '-211 o o CDi - I ao o 0 4" 3'-6" 4" a [R3] I I - - - WRX009 - �' - - I STAIR OPENING I [R5] [R10] [R3]I E = E [R10] I [R5] E - WRX008 - CX013- - - RBX021 - - -CX014 - - - - - - - w � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CX001 CX003 CX005 [R2] [R2] CX007 4J 1 D D 1 27 '-0" 24 '-6" 25 '-6" 7 7 '-0" L Gj,�Q- -1 OCR O,A BL Mezzanine Layout - 14 ' -9" BL �* m� « , ' v n r�� w NOTE: It is a vit ation cif`t tgc,e 14- or any prrson,. unress fie orsfie is acting under" tfie direction.of a ltcerised"rn2fevsiatiarei�gineeror15ndsurc fir, to atteran.item EDGE OF DECK - SEE PAGE 17 FOR MEZZANINE BEAM CONNECTION DETAILS (SHOWN ON PLAN AS [R-] ) . 10 08 in ari�°c�tay. Tf art rtcxrn 6i�arin��t��ceufc?f',�ra erac,�irreer or lan<�';��tr^f��yc>ris ,o � - SEE PAGE 18 FOR MEZZANINE SECTION VIEWS . artered, trea!tering engineer orfand,rranryorsfia affix tfre item fiivorfier R fib`��ONP NOTE: STAIR CLEAR OPENING searancftfir notation 'iaftered by'jial2inc=ect fy,faiv orfer signataare and the dilate 18 ' -2" X 3 ' -6" n,fstickaftercation, azndaspecifir:descrpticonoft1wareration, ❑ Dimension Key Shape Name = Main Unit,Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING MEZZANINE LAYOUT AT EL. 14'-9" MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT D 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. J0B 23-026114 Q NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York <CjBtU�TLER' 01/09/2024 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 15 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's Po#: 23-13 VPC VERSION: 2023.4a FILENAME: C:1Userslabehml0neDrlve-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS115-MEZZANINE BEAM LAYOUT.dwg SAVE DATE: 111212024 SAVE TIME: 11:47:07 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. ROD DIA. MARK CLEVI CLEVIS BRACE 9 FRAME BRACE ROOF FIELD DRILLING OF 9/16" DIA. " LOCATION LOCATION SECONDARY HOLE MAY BE REQUIRED (2 OR 4) A325 BOLTS 3 8 097572 MEMBER PRIMARY 1 2" 097573 BOLTS FRAME BOLTS PORTAL r FRAME COLUMN OR BEAM 5/8' 095277 0** **o FRAME BRACE LOCATION BRACE LOCATION WEB HEX NUT 3/4" 095278 0 o 1 1/4 N / WASHER "A" 71'$ 095280 0 — — — _ — — o —o�_ j S MEMBER ONDARY / (D WASHER "B" 1 1/8" 095281 (MAY BE INSET) ROD HILLSIDE WASHER 1 1 4" 095282 COTTER PIN FLANGE BRACE 000 1 3 8" 097593 (GFB—) OR (HFB—) — — — — — — — — — — — — — — — — — — 1 1 2" 097594 1 1/2" FLANGE BRACE WILL TYPICALLY N / FIELD NOTE CONNECT TO THE WEB OF THE r 100A WEB REINFORCEMENT PLATE THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. I I REAM—OUT THE 9/16" DIAM. HOLE IN o 0 0 o 1/2" x 1 1/2" (IF PRESENT) MAY BE SHOP WELDED ON THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ A-325 BOLT EITHER SIDE OF THE WEB. CLEVIS \ DIAM. HOLES. (FOR THE 12MDB— FLANGE THICK FLANGES (49080) TYP. BRACE WITH A 3/4" X 2 1/2" A325 O FBLC2 FIELD O BOLT WHEN REQUIRED.) SLOT LINER OR in FLANGE BRACE REQUIREMENTS: O VAPOR RETARDER FIELD BEND PORTAL COLUMN DEPTH FLANGE BRACE BRACE ROD ALTERNATE CONNECTIONS WHERE < 24" HF93060 FLANGE BRACE REQUIREMENTS: FLANGE BRACE REQUIRED (GFB—) OR (HFB—) > 24" & < 36" HFB4106 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 36" DESCRIPTION/PART NO RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CLIP REQ'D W/ > HFB6032 ROD NUT HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE CROSS SECTION IS NOT ACCOMPANIED BY (2). THICK FLANGES BOLT FBLC2 CLIP TO DIAM A B WASHER CLEVIS PIN _// RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 3/8" 953 ( )21 3/S" FLAT WASHER (96408) 1/2" BEVEL SQUARE WASHER (46040) WITH SHOULDER ZEE/CEE W/ (2) 1/2" NOTES: 1/2° 95230 1/2"� FLAT WASHER (95a72) 3/4" FLAT ROUND WASHER (95946) 543334 WHEN PART MARK IS ACCOMPANIED BY (2). A325T BOLTS (49080) (D FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS 5 8 95233 5 8 FLAT WASHER 95945 MAY BE FURNISHED WITHOUT RULE#4— WHENEVER POSSIBLE PLACE SINGLE BRACES TOWARD THE 3/4" 95235 3/4- FLAT WASHER 95946 1" FLAT ROUND WASHER (95948) 543335 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING. 0 W/ WASHERS (095872) FOR FLANGE BRACE CONNECTIONS. �� 7 s 95237 7 8 FLAT WASHER 95947 PIN WILL BE PROVIDED. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME OVER SLOTS IN ZEE/CEE DRILL 9/16 HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2 1" 95238 1" FLAT WASHER 95948 1 1/8°' FLAT ROUND WASHER (95949) 543336 SIDE OF THE FRAME WEB. MEMBER FROM BOLTING PLATE 0 BEAM �. 1 1 8 95239 1 1 8 FLAT WASHER 95949 ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. ALTERNATE CONNECTIONS REV. DATE:08/02/17 IREV. N0.04 REV. DATE_06/23/11 REV. NO.03 REV. DATE: REV. NO. REV. DATE: REV. NO. REV_ DATE031716REV_ / / . NO-03 ROD BRACE ROD BRACING TYPICAL FLANGE BRACE CONNECTIONS ROOF/WALL FLANGE BRACING PORTAL FRAME DETAIL BR01 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLINI IBR06J3 PURLIN/GIRT WITH LINER OR INSUL. VAPOR RETARDER BR12J1 CONNECTION TO FRAME NOTE: ALL BOLTS TO BE F = FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 1 = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) 1/2 X 1 1/2 A325 BOLTS {49080) (U.N.O.) E = EIGHTHS C = FIN/COLOR WGX*** — COLUMN (HOTROLL) BOLTS (49080) (u.N.o.) PURLIN REFER TO: WIDESPAN STRUCTURAL SYSTEM RAKE PANEL/COVERING BEAM W 1 3 1 1 2 f 1 K T D RBX*** = RAFTER (PLATE) RAKE BEAM * F F I I EGG 0 C C C BGX*** = RAFTER (GAGE) 2013 INSTALLATION GUIDE e CONNECTOR CLIP ,'� 1/2" X 1 1/2" A325 BOLTS (49080) WITH LENGTH CODE WRX*** = RAFTER (HOTROLL) (2 BOLTS) ', HARDENED WASHER (095872) EACH SIDE INSULATION TRX*** = TRUSS RAFTER ® USE JCP— WHEN READ. (TYP AT PURLIN END OF BRACE) I B 1 3 D 1 0 3 6 0 3 0 W V ® (2 BOLTS EACH END} ICX*** = INTERIOR COLUMN FRAME REINFORCEMENT a FLANGE BRACE (GFB- OR HFB-) F F F I I I I I I E C C PCX*** = PIPE COLUMN 1/2" x 1 1/2" PLATE (WHEN REQUIRED) e , LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN A325 BOLTS SECONDARY (STANDARD) (49080) FILL 0 B Z 1 9 1 1 4 1 7 — — — — — EPX*** = ENDPOST (PLATE) ALL HOLES * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH_L LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY ENDPOST ® 0 01 0 8 Z 1 91 1 41 7 - - - DCC*** = 8 1/2" GAGE POST BRSX— GIRT * * * * * * F F I I E G G * * * ENDPOST �O ENDPOST BRACKET ® (MAY BE INSET) .i, COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DOE*** = 10" GAGE POST (S BOLTS TO ENDPOST) ® I SHAPE ENDPOST OUTSET GIRTS RAKE ROD BRACING RS = THREADS BOTH ENDS 1 '-3" AT 10" & 11 1/2" E.W. GIRTS BEAM 0 3 R S 2 51 0 RT THREADS ONE END - CLEVIS ONE END BAILER V-0" AT 7" & 8 1/2" E.W. GIRTS I E * * F F I I RU = CLEVIS BOTH ENDS a DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES 6" AT ALL INSET GIRTS REV. CATF-07/01/09 REV. NO.OD TOP OF ENDPOST REV. DATE:11/16/15 REV. NO_oa REV. DATE:08/29/12 REV. NO. REV. DATE-01/30/14 REV. NO- REV. DATE:07/01/09 REV. N0.00 ENDPOST TOP BETWEEN PURLINS MARK NUMBER KEY RAKE BEAM CONNECTION 9R25BD ENDPOST BRACKET TO RAKE BEAM BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY EN50131 COMMON GENERATED MARK NUMBERS L ENB002 BASIC ERECTION GUIDE — STRUCTURAL PF10C2 TO ENDPOST GAGE POST I ROOF BEAM 8 1/2" POST SHOWN I I ROOF 10" POST SIMILAR GAGE POST I BEAM I I I I I I I) I I < Z III I I � < I HORIZONTAL w II CLEARANCE > � I c� Qz *8 1/2" POST REQUIRES II EXTERIOR I < HORIZONTAL (2) ANCHOR RODS III COLUMN I w w CLEARANCE 10" POST REQUIRED I HORIZONTAL SPLICE v EXTERIOR (4) ANCHOR RODS GPBC__ — COLUMN *3/4" DIA. �� ,�� ( VERTICAL SPLICE ANCHOR RODS <c`�P��' L- - - - - - - - - - - 3/4" FLAT WASHERS, � ® ��d ''� BOOM I BASE �Q. Lo0 0LJj 'A v LA P T `� �� 9ti��F Q'So� ��, �� I cQ� Q FINISHED FLOOR INTERIOR o- ELEVATION 100'-0" COLUMN w w 1i_1 (TYPICAL UNLESS Q U ( > U NOTED OTHERWISE) it Asa. tioration of�trticfe 145for�artypersc��z unkss fie or'she is acting under' U Q tfre dtrection.ofa itcerisedrrofeirit)rial`t_rrgintrerorfandsurtceyor, to arterarr iterrt ANCHOR RODS, NUTS F- Q I in any .tvay. Tf an item fiearina�the searof an engineer or land sur><wyor is AND WASHERS ARE > J I COLUMN BASE PLATE aCtered. tyre al'-terincd errr/ineer'or�lrrndsur-teyw rfaffaf�r,to the item his or her BY BUILDER INTERIOR COLUMN SPLICE NOTE: BASE OF COLUMN MAY seafand'thenotation "altered "'fo&yrved yfifi vorfi .s nature andtfie date NOT BE AT FINISHED FLOOR ofmichafteration, andasTea'ifcdesci�iptionof the afteratiorr REV DATE:11/17/17 REV. N0 02 GAGE POST BASE CONNECTION REV. DATE:os/12/16 REV. NO.00 CLEAR HEIGHT DIMENSION WORK POINTS PF13D2 FACTORY ATTACHED BASE CLIP PFRO07 AS SHOWN ON FRAME CROSS SECTION DRAWINGS PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SED S W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER � SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ,1 PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp' 0 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEERS SEAL DOES 23-026114 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold New York BUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 16 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440610000003B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440613000004B HI STRENGTH BOLT (XXXXXX) & BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (3) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (4) - 0.75" dia. A325T 3/4" HEAVY HEX NUT WELD = 3/16" FILLET NS/FS COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS CL COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS III FIN. FLCOR T11111 - FIN. FLOOR FIN. FLOOR FIN. FLOOR FIN. FLOOR - - N N 't - � (0 CO N II II BEAM BEAM II BEAM BEAM NOTE: NOTE: NOTE: NOTE: NOTE: BEAM - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT DETAIL R1 BEAM TO COLUMN FLANGE DETAIL R2 BEAM TO COLUMN WEB DETAIL R3T BEAM TO BEAM WEB DETAIL R4 BEAM TO COLUMN WEB DETAIL R5 BEAM TO COLUMN FLANGE USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440613000004B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0740610000003B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG07406100000013B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0740613000004B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0820613000124B 3/4" HEAVY HEX NUT BOLTS = (4) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (6) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (6) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (8) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (8) - 0.75" dia. A325T CL COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS II FIN. FLOOR II FIN. FLOOR _ FIN. FLOOR FIN. FLOOR FIN. FLOOR N N to N BEAM BEAM NOTE: BEAM NOTE: NOTE: NOTE: BEAM NOTE: BEAM - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT DETAIL R6 BEAM TO COLUMN WEB DETAIL R7 BEAM TO BEAM WEB DETAIL R8 BEAM TO BEAM WEB DETAIL R9 BEAM TO COLUMN FLANGE DETAIL R10 BEAM TO COLUMN FLANGE 3/16 3/16 DETAILING TO ADD STIFFENER FROM MZE CLIP TO INNER FLANGE. STIFFENER TO BE 4 1/4" X 3/8" X, LENGTH TO INNER E FLANGE. N Loc�0_ r 17 00 riez .i e ; W It is a viofaticttr of,,'Irticfe 145forota f; rfRa , unless fie or she is cting r fitrfe the direction of a Iticensed r,rofessit-mares inn ror landsurveyor, to after an item in any way, If an it cam fiea ring tfie sea rof an er igi?iee r car fatuf surf Ieyvr is �O 0 a r{kr aftered the afterinrd engineer or(nd"sa nwyors ffaff v,to the item his or her p�'0 -SVaNP� seafancf tfre ru)tatiotz "afterecffay'fof1i tved by Fars or hersagnature andttie date o f such catenation. unda si ecifir desrnr tion a the arteration. REINFORCEMENT REQUIRED AT GRID 5-C PERMIT SET- For Building Dept. Approval 1. USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 MEZZANINE BEAM CONNECTION DETAILS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: • SIDE OF THE WEB AS THE: HILLSIDE WASHER. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York -�� 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler ManufacturingADB / CBU NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE: 17 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. 1'-0" DO NOT ATTACH 8" DO NOT ATTACH 1fir 5 3/4" EDGE STUD WALL TO 6" 1 -2 1/2 STUD WALL TO 4" ANGLE EDGE ANGLE EDGE ANGLE B XXXXXX 1/� 8 1/4" ( ) B 1 �8�, DECK 1 /8„ 1 „_12„ 1 /8„ 1 „_ 12„ 1 /8 1 „_12" 1 18„ 1 „_12„ = DECK DECK DECK DECK 0 L_z:;- lu� z I /I/ z p h-• N U O - O = O O Q NF- J °' a I EDGE °' a I EDGE °' a I EDGE °; a I EDGE r �' -i ANGLE d' _j ANGLE d' _j ANGLE �' _3 ANGLE O r (1) (/) T.- 07 O0 (XXXXXX) LL U_ O (XXXXXX) O0 (XXXXXX) (XXXXXX) O O H I0 I I a0 I Oa H H H H METAL STUD BEAM METAL STUD NOT BY BBNA BEAM BEAM NOT BY BBNA BEAM BEAM SECTION A EDGE OF SLAB SECTION B EDGE OF SLAB SECTION C EDGE OF SLAB SECTION D EDGE OF SLAB SECTION E EDGE OF SLAB 1'-0" WHERE INDICATED USE (2) 1/2" X 2" A325T WHERE INDICATED USE (2) 112" X 2" A325T USE (2) 1/2" X 2" A325T EDGE 1" 11" HI-STRENGTH BOLT (097280) HI-STRENGTH BOLT (097280) HI-STRENGTH BOLT (097280) ANGLE B & HEX NUT (095230). JOIST (XXXXXX) & HEX NUT (095230). JOIST & HEX NUT (095230). JOIST TO JOIST SUPPORT CONNECTION. TO JOIST SUPPORT CONNECTION. TO JOIST SUPPORT CONNECTION. BAR JOIST (TYP.) FIELD WELD JOIST TO SUPPORT FIELD WELD JOIST TO SUPPORT FIELD WELD JOIST TO SUPPORT 1 8„ DECK AFTER BAY HAS BEEN SQUARED. AFTER BAY HAS BEEN SQUARED. AFTER BAY HAS BEEN SQUARED. d. GE pF SI-A8 1/8" 2 Ep ° ° JOIST L : 112" CLEAR 1/8' 2 JOIST u: I RIDGING (TOP O N pp Op -top OF ND BOTTOM) m1_. -Top . JpIgT 2112" Q N 2112 MIN .1 Cl) I COLUM 10 , tL I WEB O - 04 N o a � r r N 0 N BRIDGING (1 .5x1 .5x7/64") TO BE ~ I FIELD BOLTED TO EACH JOIST FACTORY WELDED STABILIZATION PLATE JOIST BEAM I DO NOT WELD CHORD TO PLATE WITH 1/2" A325 BOLT. BEAM BEAM SECTION F EDGE OF SLAB DETAIL R16 JOIST CONNECTION (EDGE) DETAIL R17 JOIST CONNECTION DETAIL R19 JOIST CONNECTION TO COL. TOP DETAIL R23 INTERMEDIATE BRIDGING 11411 BOLTED BRIDGING BAR JOIST BASE ANGLE FOR STUD (TOP AND BOTTOM) B SUPPORT. REFERENCE BEAM PLANOGRAPH DWGS. FOR INSTALLATION. U_ O Mt H = 00 M Q 118" 1 " min � n U O 0 L o� "0 Or a I � BOLT DIAGONAL BRIDGING TO JOIST. �� ;,; ` x W WITH 1/2" DIA. A325 BOLT. t 3t�}rtticttt cif rtrr r sfot a ,;/�ers�?rt, artless under 2 METAL STUD BEAM the direction of alz'c ttsed rofe�sl trial e7i,,7ine rorr47ttdvineyor, to atteran item J�� "^p FIELD WELD DIAGONAL BRIDGING TO BEAM. NOT BY BBNA 'ta'a}' 'a , Ifr�raXtetrtl�t'arttt `aseaioa'tettirteer rartattdsrat�ct '"rl` ,o I P aftere-4 tFie afterrtrg ett inecir orllandsurf•ejwrshaffcrf tto tfle i to hi v orfier 8a1CN seafatrdthe notattott 'iil`tered by,*fttl ,tt,edby his orfiersigttature and th", date DETAIL R24 DIAGONAL BRIDGING STUD SUPPORT AT MEZZANINE LEVEL of such alrteratiort, andaspeciscdescrip.tion,grtheahteration. PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING MEZZANINE DECK SECTIONS / JOIST DETAILS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. roe#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York �TL.E� 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a PAGE: 18 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule NOTE: Mark Part Thick. Depth Lap Detail 1 2 ROLL COLLECTOR BEAM CONNECTION SUPPLIED BETWEEN GRIDS 2-5. 3 4 5 E1 10E2611.414ADB31 0. 0790 10" RS12PF, RS12PE, RS12PJ SEE 'ROLL CONNECTOR BEAM CONNECTION' THIS PAGE. E2 10E2405414DDB31 0.0790 10" RS12PE, RS12PJ E3 10E2505414ADB31 0. 0790 10" RS12PF, RS12PE, RS12PJ P1 08Z3011413A5B3 0. 0880 8 1/2" 3 '-10 1/2" RS02T1, RS01T1 ��— — — — — 2R2B0 — — 1R2B3 — — — 1R2B2 — — — — 1R2B1 — — P13 08Z300541444B2 0. 0790 8 1/2" 2 ' -10 1/2" RS01T1 I I I I I I I I I I I I I I I I P19 00508ZE:2305414B3 0. 0790 8 1/2" RS02T1 P2 08Z300541544B2 0. 0730 8 1/2 21 -10 1/2 RS01T1 I I I I I I I I I I I I I I I I I P26 08Z270541422B2 0. 0790 8 1/2" 1 ' -4 1/2" RS11SB, RS01T1 I I I I I I I I I I I I I I I I I P27 08Z2211.414AAB3 0. 0790 8 1/2" RS02T1 I I I I I I I I I I I I 1 I I I P28 08Z2805411A4B3 0 . 1130 8 1/2" 2 ' -10 1/2" RS02T1, RS11SB, RS01T1 P3 08Z2905413A5B3 0 . 0880 8 1/2" 3 '-10 1/2" RS02T1, RS01T1 I I I I I I I I I I I I I I I I I P7 08Z3011.411M B3 0. 1130 8 1/2" 3 ' -10 1/2" RS02T1, RS11SB, RS01T1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O Secondary Bracing Schedule I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Id Qty Mark No Spacing 1 12 CPBRB010510 1'-1" I I I I I I I I I I I I I I I I I I 2 PURLIN EXTENSION I I I I I I I I I I I I I I I I I 2 120 CPBB050108(Typ.) 5'-0" O I I I I I I I I I I I I I I I I 3 12 CPBB030804 3'-6 11/16" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 26 PBA0310 3'-6 11/16" FRAME CL BL 5 60 CPBB040108 4'-0" I I I I I I I I I I I I I I I I I I 6 40 CPBB040706 4'-5 13/16" I I I I I I I I I I I I I I ( I 7 4 HSRACC11100 1'-9 3/16" I I I I I I I I I I I I I I l'-C" 6" I I I I I I I I I I I I I I I I I See SED: BR09PM, BR09RY, BR09RZ, BR09JG, BR09PH L6 X 6 X 5/16 o P27(Typ.) P7(Typ.) P26(Typ.) P28(Typ,) BR09JR BR09JH BR09K5 BR09K2 BR09N9 Fy = 50 ksi (Y� ! —— r -- r — r -- —— -- -- —— -- -- —— -- -- — — —— — —— P• P19(TY ) P1(TYp.) P2(Typ.) P3(TYP•) Ll I I I I I I I I I I I I I I I I I I I 8 1/2" PURLIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Part Mark Key I I I I I 1 001SGA19067 I I I I I I I I I I I I I I I I Ln I I I I a I I I I I I I I I I I I 2 001SGA19114 ATTACH WITH (1) 1/2" DIA. a I I I I I I I I ( I I I A325 BOLT AT EACH PURLIN. I I I I p I I I I I I I I I I I I 3 001SGA18064 I I I I PURLIN TO BE FIELD DRILLED 01�'x I I I I I ( I I I I I I 4 001SGA06115 FOR ANGLE ATTACHMENT. I I I I I I v 5 001SGA15035 I I I I o I I I I I I I I I I I I RAFTER I I I I IElI I I I I I I I I I I I Q I I I I I I I I I I I I co Iw I I I I I I I I I I I I I I I I I I Iz I I I I I I I I I I I I I I I I I I I I I I I I I NOTE: I I I TOP OF STUD WALL AT THIS LOCATION IS TO BE SUPPORTED BY STUD TRACK SUPPLIED BY OTHERS ATTACHED TO THE BOTTOM OF THE UPPER BUILDING PURLINS. I I I I I I I I I I I I I I I I I I I 2R1B0 I I I I I I I I I I I I ANGLE STUD TRACK SUPPORT CONNECTION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE: I I I I I I I I I I I I SEE ANGLE STUC TRACK SUPPORT CONNECTION THIS PAGE. I ( I I I I I I I I I I CHANNEL PURLIN BRACE TO I I I I I I ( I BE INSTALLED PRIOR TO N I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I INSTALL 5/16" SDS (3") EITHER SIDE OF ROLL COLLECTOR BEAM CPB TABS TC ATTACH ROLL COLLECTOR I I I I I I I I I I I I FLANGE TO PURLIN (QTY = 4) PER CPB I I I I ( I I I I I I I LOCATION. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INSTALL STANDARD PBA AT EAVE ILa F— I I CONNECTOR CLIP I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I W _ I I I I I I I I I I I I I I I I I I I I I I I I P13 I I I I I I I 1 I I I I I I I I I I I I I I I I I I BEND CPB TABS THIS END AND ATTACH I I I I I I I I I I I I TO PURLIN PER STANDARD DETAILS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EAVE PURLIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROLL CONNECTOR CONNECTION E1 E2 E3 1R1B1 IR1B2 1R1B3 1 21'-0" 1 1 26'-0" 24'-6" 24'-6" 1 23'-0" 77'-0" BL BL BL ROOF SECONDARY PLAN F E N. Lpc 0 CO It is a viofation a rticte I=t S crr any person, aanreis he or she is actin. itndctr C: coy the direction of a li'cetisedl7rofe,,,.s rtgal eti,t7itirerorfa-ndsurt.vjor, to afteran item m iu in any ivay. If can item bearing the searof an engineer or faandsura'eynr is at ered,, the raftering cargineerorfanr imn eyorsfiaff affirto the stem fts or her 4 17 80 � seafandtfie notation his orficrstgnatureandtfiedate 2 1 ' —Off n,f sucfi after'ation, cand'a s7pecijic description(f. the ACtercation. 1 4 ' -0" Dimension Key Shape Name = Main Unit, Shape = Front Unit PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING ROOF SECONDARY PLAN 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 o STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. B#. OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. = THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 z 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York �uTt-�R 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's PO#: 23-13 VPC VERSION: 2023.4a 19 FILENAME: CAUserslabehmlOneDrive-BlueScopelDeskloplWorking Orders123-026114-011CAD FEDS119-ROOF SECONDARY PLAN.dwg SAVE DATE: 1/1012024 SAVE TIME: 11:50:02 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Mezzanine 1 @ 14/9/0 Floor Type Non-Composite Loading Type Storage Mezzanine Category Partial Floor Bracing Category Unbraced Top of Floor 14 ' -9" Total Thickness of Deck + Topping 4" Top of Joist 14 ' -5" Min. Clearance from 'Floor to Rafter 5 '-5" Min. Clearance from 'Floor to Joist 12 '-6" Floor Dead Load 56. 00 psf Floor Live Load 125. 00 psf Not Reducible Coll. Load: 5 . 00 psf Partition Load: 0 .00 psf Floor Live Load Deflection 360 Floor Dead + Floor Live Deflection 240 2 3 4 5 0 LO I ► I I I oLO r-I I M Ln I I I I I I I I Co I I I ( I I I I I CD — EDGE OF DECK I N I I N N I I 00 I N M II M I N N N CD _ I I I 4 '-211 N - M I I M I I I 22K4 JOIST (TYP. ) II I I I ' 22K5 JOIST (TYP. ) 22K5 JOIST (TYP. ) I M N 1 27 '-0" 24 '-6" 25 '-6" 77 '-011 L F N L p O � Mezzanine Joist Layout - 14 ' -9" BL .�o�' „ c 'A* 7 2 @ 1 ' -5" It is a tioiation of-Artic6i 14 foranypersmn, unfess fie orshe%5 acting zinder S 6 1 '-10" NOTE: the din Lion of a liceruedr,n fiss n arengineer or ratufmiri•eyor, to arteran item N �'•x,:;�;,-�a�-� C? 5 1 ' -11" in any Tvay,. If an item fearing the seaf c f an engineer or rand sanwyor is �r0 0 is 4 1 '-6" SEE PAGE 18 FOR FLOOR BEAM DIMENSIONS ALONG afterred,, the alteriggenrgi, eror�txrarE'rzan��=yorsfraffgf•,,totfieite his or her 5S�Q�.1P�' - �� WITH MEZZANINE JOIST CONNECTIONS AND SECTIONS . scarand-thinotation alt�,redyl offs ted`6yhisorht.rsi natun.and'tfrc.gate 2 1 ' -2 1/2" of such a teratiott, and ra s.ecific description of the arteration. 1 1 ' -0" Dimension Key Shape Name = Main Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED MEZZANINE JOIST LAYOUT MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT o PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: a THE BUTLER MFG. ENGINEERS SEAL DOES 23-026114 Z NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York CBUTLER 01/09/2024 o COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 20 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a FILENAME: C:\UserslabehmlOneDrlve-BlueScopelDesktoplWorking Orders123.026114-011CAD FEDS120-MEZZANINE JOIST LAYOUT.dwg SAVE DATE: 1/12/2024 SAVE TIME: 10:22:01 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. BRACE 9 FRAME BRACE LOCATION � LOCATION ROOF ERECTION NOTE: ERECTION NOTE: USE (2) 1/2" USE (1) 11/32" X 1 1 /4" MEMBER CHANNEL BRACES THAT END AT A PURLIN GALV. HEX NUTS SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER WEB, BUT DO NOT HAVE TABS TO BEND AND T-45 GRAY SCRUBOLT 097352) (47120) LOCATE CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR I SECURE. INSERT CLIP 544015 THROUGH SCRUBOLT NUT (097267� 1 NUT ON EACH o** **o A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL �/ ( ) HEAD OF SCRUBOLT TO SIDE OF PURLIN o ,� o THE PURLIN WEB AND USE A SELF—DRILLER (55307) TO ATTACH. PURLIN BRACE WEB SLOTS AND USE A DROP PIN TO ATTACH BE ON OUTSIDE OF USE TOP HOLE OF o c+_ _ _ _ _ _ _o (CPB—)(TYP.) TO CHANNEL BRACE. SAVE STRUT ANTI—ROLL CLIP (1 ) 1/4" X 6 1/4" IF PRESENT. FLANGE BRACE " (GFB—) OR (HFB—) „ 2 1 4-14 x 1 1 4 � DROP PIN (097556) (2) 1/4-14 x 1 1/4 STRUCT. SCREWS FLANGE BRACE WILL TYPICALLY STRUCT. SCREWS (55307) FIELD NOTE CONNECT TO THE WEB OF THE (55307) (2) 1/4-14 x 1 1/4" THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. REAM—OUT THE 9/16" DIAM. HOLE IN STRUCT. SCREWS THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ I (55307) DIAM. HOLES. (FOR THE 12MDB— FLANGE THICK FLANGES CHANNEL CHANNEL BRACE WITH A 3/4" X 2 1/2- A325 BRACE BRACE BOLT WHEN REQUIRED.) (CPB—) (CPB—) 41 O � PURLIN ALTERNATE CONNECTIONS � � vn' FLANGE BRACE REQUIREMENTS: 13 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — PURLIN EAVE PURLIN BRACE RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG WEB ENDING CLIP EAVE STRUT CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN (0544015) 1 PB A2,' PURLINS AT 8 2", 10 BRACE STRAP RULE#3 FLANGE BRACI_S ARE REQUIRED BOTH SIDES OF THE FRAME WEB (1 ) 1 /4" X 6 1/4" PURLIN (ESBS—) NOT REQ. AT 7" PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) (TO 7" EAVE STRUT) RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE TYP. PER EACH END CENTER OF THE BUILDING. DOES LINE UP WITH THE DOES NOT LINE UP WITH ( ) USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE DOES NOT LINE UP WITH AVE STRUT SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. SIDE OF THE FRAME WEB.** 10" & 11 1/2" PURLINS REQUIRE 3 BCLTS AT EACH END OF PURLIN LAP. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. REV. DATE06/08/18 1 REV. N0.02 REV, DATE:04/01/11 REV. N0. 01 REV. oATEo7/a1/D9 REV. NO.OD REV. DATE:04/01/11 REV. NO. 01 REV. DATE:07/20/16 REV_ N0.05 TYPICAL FLANGE BRACE CONNECTIONS CHANNEL BRACE ENDING AT PURLIN WEB SINGLE CHANNEL PURLIN BRACE CHANNEL BRACE ENDING AT PURLIN WEB EAVE BRACE STRAP AND EAVE PURLIN BRACE BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN L BR09JG SELF—DRILLER WITH BENT TABS BR09JH ENDING AT PURLIN WEB LOCATION BR09JR WEB ENDING CLIP WITH DROP PIN BR091<2 LOCATED AT EAVE — CENTERLINE OF FRAME AT EAVE STRUT BEND PBA TABS NOTE: NOTE: END FRAME INT. FRAME AND USE (( 1 352) X 1 1/4" T-45 GRAY 1. REFER TO THE ROOF SECONDARY PLAN FOR LOCATIONS 1 . SEE CHART FOR RIDGE BRACE NEST AND END BAY (HEAD SCRUBOLT (09; 352) AND SCRUBOLT NUT OF EAVE OF THE PURLIN CHANNEL BRACING AND RIDGE BRACE ASSEMBLY. ASSEMBLY SELECTION. ROTATE (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) 2. ANGLE RIDGE BRACE WILL NEED TO BE OFFSET TO THE 2. NEST AS REQUIRED TO ACHIEVE G7 CHANNELS EAVE PURLIN SEE FACE OF �j (1 ) PURLIN BRACE NEAREST SET OF SLOTS IN THE PURLIN WEB. CHANNEL v PROPER LENGTH AND USE lip, TOGEHTER CHANNEL 0 ] Q BRACE ASSY. EAVE STRUT VIEW - SELF—DRILLERS TO SECURE. TO FULLY (PBA—) FOR TAB ATTACHMENT PURLIN BRACE ENGAGE (2) PURLIN BRACE 1/2" X 1 1 /2" A325 (CPB—)(TYP.) BOLT (49080) TYP. SECTION TO ATTACH CHANNELS 0 0 FLANGES ] ] ALONG WITH WASHER (95872) & NUT (47120) I. FIELD BEND TABS ON CHANNEL WITH S.D.S. 3 PURLIN BRACE CHANNELS ] ] 1 0 ** RIDGE BRACE ASSEMBLY TO ALIGN WITH HOLES IN CHANNEL / (4) PURLIN BRACE PURLIN BRACE CHANNELS ] ] ] FACE OF EAVE STRUT I \ ;n 3 TYPICAL FPURLIN CLUSTER **FIELD DRILL � — STANDARD NOTES: -+ o HOLE /(IF " IA.RDQUIRED) � � � RIpGE PURLIN ��/° — PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW. FOR SCRU—BOLT EAVECONNECTION �STRUT PURLIN PURLIN � � IQGE O — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. — ANGLE RIDGE BRACE I INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. USE (2) 1/2" GALV. HEX EAVE PURLIN ASSEMBLY (HSRA—) I- (1 ) 1/4" X 6 1 /4" USE (4) (55307) ES SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. NUTS (47120) LOCATE (1) BRACE ASSY. NOTE: IF CLUSTER HOLES DO NOT LINE UP FROM ONE SIDE OF DROP PIN (097556) STRUCT. FASTENERS dPRI \- CHANNEL RIDGE — INSTALL PURLIN A NUT EACH SIDE OF PURLIN (PBA—)(TYP.) THE RIDGE TO THE OTHER USE CLUSTER HOLES ON ONE PURLIN (TYP. PER EACH END) TO ATTACH (2) TOP BRACES AT THE RIDGE AND WORK TOWARD THE EAVE, NOTE: PURLIN SEE ERECTION DRAWINGS THEN FIELD DRILL (2) 9/1�6" DIA. HOLES IN THE OTHER PURLIN AND (2) BOTTOM PURLIN BRACE ASSEMBLY FOR LOCATION (CPBR—) — CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER FOR LOW OR HIGH EAVE LOCATIONS. FOR HSRA— CONNECTION. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. DATE 02/22/22 1 REV. N0.051 REY. DA7E:02/OB/16 REV_ NO. 01 REV. OATE07/01/09 REV. N0.06 rBR09PM E;07/01/09 REV. N0.00 REV. DATE; REIN. NO.00 EAVE STRUT BRACE ANGLE RIDGE BRACE ASSEMBLY SINGLE CHANNEL PURLIN BRACE CHANNEL RIDGE BRACE ASSEMBLY PURLIN BRACE CLUSTER LOCATION BR09K5 BR09N9 BR09PH INTERMEDIATE LOCATION RIDGE BRACE ONLY AT UNSYMMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION INT. FRAME INT. FRAME INTERIOR BAY ERECTION DRAWING PART MARK I (1) PURLIN BRACET_LTC CHANNEL 0 1 O Q ADJUST. CODES ADJUST. CODES P GAGE GAGE (2) PURLIN BRACE — o Q EIGHTHS EIGHTHS R CHANNELS 1 � INCHES LENGTH INCHES LENGTH (millimeters) 1 W 1 B 3 (4) PURLIN BRACE FEET (millimeters) ] ] ] SHAPE SHAPE CHANNELS DEPTH DEPTH COUNTER BAY NUMBER Ln 3 TYPICAL CLUSTER CANOPY ( C) /PARTITION ( P ) / STANDARD NOTES: _41' DEPTH SHAPE GAGE `r 'A �, • L oo yo — PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. DEPTH SHAPE GAGE R 00 E( R ) /WA LL( W) NUMBER ,* 07 = 7" Z = ZEE 11 = 0.113 . n THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: C = CEE 07 = 7 ZS = ZEE 11 = 0.113 m , 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. a0 = sa1/2 13 = 0.088 D8 = 8 1/2" CS = CEE 12 = 0.098 N �� E = LOW EAVE STRUT H = HIGH EAVE STRUT 10 = 10 ES = LOW :AVE STRUT 13 = 0.08 BUILDING SHAPE8 11 = 11 1/2" 14 = 0.079 1 1 = 1 1 1/2" HIS = HIGH EAVE STRUT 14 — 0.0790'ESSIQNPv — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 15 0.073 BB — BACK TO BACK GEE THE BAY/BUNDLE CODE IDENTIFIES SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 16 = 0.068 FB = FACE TO BACK CEE 15 = O.a73 ItisaTioratiottef lrtic .14-5 oraiiy,17 o unress fie orshe is acting under FF = FACETO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION / 17 = 0.o6a 17 = 0.060 ' direct?" ' `� '� �' 'r` "' `� '��"' '�°r ` ' ' '`= '' �'`� lr " `'' — INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. in anyfvay. if an item bearing the waft){an engineer or land surr eyor is — CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER ROOF/WALL PLANE AND BAY aft ered, the altering engineer orCrnd s:rrwyorsfraffS i,to trio item his or Fier PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. seafandthe notation 141tcrrdbyfo1Tmved6y.his or ber signature andtbe date REV. DATE:07/01/09 REV. NO.00 REV. DATE:07/01/09 REV. NO.00 REl/. DATE:o7/D1/09 REV. N0.00 REV. DATE;01/31/13 REV. Na01 f f such afteratirn, anda spec desr iption off the art eration. PURLIN BRACE CLUSTER LOCATION SECONDARY PART MARK NUMBER SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY BR09RZ INTERIOR BAY CHANNEL LOCATION EN51 B 1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S (a) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB M OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p• 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS $(,!7"jL�/�? 01/17/2024 LocarloN: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' u' DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 21 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:10 a division of BlueScope Buildings North America,Inc. PG1 CLIP PG1 CLIP P ,.PURLIN 2, PURLIN PURLIN N 2 1/2" 2 5/8" 2 3/4" 2 7/8" WELDED CLIP CONNECTION EPC2 EPC3 PURLIN PURLIN PC27 ARC1 • ' ALT. CONNECTION e e gpl, � ENDBAY e S ROOF RLIN e SECTION "A" SECTION "A" V g 1 WELDED CLIP BOLTED CLIP WELDED CLIP CONNECTION RASE BOLTED CLIP CONNECTION �E ALT. CONNECTION F ALT. CONNECTION �OE PA BOLTED CLIP CONNECTION REFER TO ERECTION DRAWINGS FRABPY S IES ALT. CONNECTION FOR ALL CLIP MARK NUMBERS �E 480 4.8" CD BAR AND LOCATIONS. Y 5PA o LIP LIP 00 15 CLIPS MAY BE REQUIRED FOR BP PURLIN TO FRAME CONNECTIONS, REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED m� CLIP PART NUMBERS AND THEIR A LOCATIONS_ CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS, A 1/2" 2 5/8" 2 3/4" 2 7/8" 0 REFER TO INDIVIDUAL FRAME PURLINS CROSS SECTIONS FOR BOLTED FNOy, CLIP PART NUMBERS AND THEIR LOCATIONS. ,� N RAKE BEAM RAFTER � O 7" 8c 8 1/2" PURLINS REV. DAM 07/01/09 REV. NO.00 REV. DATE 07/01/09 REV_ NO.00 REV. DATE:06/17/15 REV. NO.D2 REV. DATE:06/17/15 REV_ ND_D2 REV. DATE-08/11/14 REV. NQ 04 PURLIN AND GIRT SIZES PURLIN AND GIRT SIZES PURLIN CONNECTION AT INTERIOR FRAME PURLIN CONNECTION TO END FRAME ANTI—ROLL PURLIN CLIPS EN53F1 8 1/2" 216mm EN53G 1 10" 254mm RS01 T1 CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS RS03J1 WHEN REQUIRED BY DESIGN NDTE: SHIM PLATE 1/4-14 x 1 1/4" STRUCT EAVE EAP2 PLATE FSNR (55307) AT EACH END STRUT (4) 1/2" A307 THIN ONLY REQ'D. ROOF PITCH PART WHEN CALLED RANGE NUMBER OF GA-- REMOVE DURING EAVE STRUT HEAD BOLT (096636) OUT ON FRAME 25 TO 1.99 N/A ROOF PANEL INSTALLATION BRACE STRAP 1 & NUT (095032) CROSS SECTION 2.0 TO 2.49 N/A (ESSS_) 2.5 TO 3.49 ESH1 13 3.5 TO 4.00 ESH2 -- �� SHIM PLATE (SEE CHART) GAGE ANGLE ZEE PURLIN ZEE PURLIN , d 1 GAGE ANGLE (GA--) SHIM PLATE PLATE � (SEE CHART) (EAP2) PLATE SI DEWALL e OR SOLDIER PURLIN OR (EAP1) COLUMN EAVE STRUT INSERT PANEL CLIP ROOF BEAM R AM ADAPTER (0543130)THRU HOLES AND 51 DEWALL OR BEND TABS AWAY SOLDIER COLUMN FROM SPLICE. SHIM PLATE ROOF PITCH PART BOLT EAVE STRUT AND RANGE NUMBER BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ FRAME MEMBER FRAME MEMBER .25 TO 1.99 N/A s " EAP1 PLATE TO FRAME W/ (6) 1/2 X 2" 2.0 TO 2.49 N/A (8) /2 X 2 �� "9>' A325 BOLT {09728D) PANEL CLIP ADAPTER 1 �o� �� 2.5 TO 3.49 ESH1 A325 BOLT (097280) *1'-0" AT 7" & 8 1/2" OUTSET USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS 3.5 TO 4.00 ESH2 INSET GIRTS OUTSET GIRTS / .9� 1'-3" AT 10" & 11 1 2" OUTSET OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL _ � EAVE ATTACHMENT MUST BE MADE. LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN — HICH EAVE STRUT USES SIMILAR PARTS. REV. DATE:07/01/09 REV_ NO.00 REV. ATE: REV_ N0.05 REV. DAlE:03/26/15 REV. N0.02 REV. DAM- REV. NO.LOW EAVE CONDITION EAVE STRUT W� ATTACHMENT PLATE EAVE STRUT W/ ATTACHMENT PLATE PANEL CLIP AT EAVE STRUT RS11S13 OVER 4:12 ROOF PITCH RS12PE INTERIOR FRAME RS12PF END FRAME RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRED E O� W Z = w O14 -dt �SSIC�NP� .It is a vinfaticrn co,f.Artirle 145forarrypemon, unfesu le arslie is acting under the direction of a fice.nsedrrifiessionarengineerorfandsrrrwyor, to afterair item: in anyway.ay. I,f an item fearing the leaf of air engineer or fandsrrlr veyor is catered, the aftering engineer carfandsitruryorsiraffaf rtertheitem.h4sorher seafancf tfe notation 1,71teiwd6yt jorft vedby his or(rersignatrrre and the date o,f such a te-ration, anda specifir descrip,tiv,n of the afteration. PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X'I 1/2 A325T BOLT (49080)AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE D'S b Wl0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SE 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG.AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: JOB#: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York EWTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 22 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:11 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo Washer SBX001 0 . 1345 10" SBX001 5" . 2500 . 1345 10" 14 ' -10 13/16" d SBX002 0 . 1345 10" SBX002 5" . 2500 . 1345 10" 20 ' -11 3/8" 1 2 A325 3/4" 2 1/2" 0097284 GIRT CLIP - 3MZE0440607000002B GIRT CLIP - 3MZE0440607000002B ATTACH WITH (2) 3/4" DIA. A325 I ATTACH WITH (2) 3/4" DIA. A325 BOLTS. WELD CLIP TO COLUMN WITH I BOLTS. WELD CLIP TO COLUMN WITH 3/16" FILLET WELD BOTH SIDES. I 3/16" FILLET WELD BOTH SIDES. 6"-� COPE BEAM AS REQUIRED TO CLEAR FLANGE TYPICAL 3-PLATE GIRT CONNECTION A C D E F I I 1 1-1 SBX001 f"I r1 SBX002 ❑1 I I NOTE: SEE DETAIL THIS PAGE FOR TYPICAL 3-PLATE GIRT CONNECTION. I I I I BASE ANGLE STUD SUPPORT AT MEZZANINE F.F.) BASE ANGLE (STUD SUPPORT AT MEZZANINE F.F.) N Opening 1 Opening 3 i N N ri I N I I I ' I I I I 1W1B1 1W1B3 NFL �O 40'-0" L 15'-01, L 23'-0" 0 ,`T� `� CL CL CL n t,, 7E'-0" m (r LU SECONDARY ELEVATION AT 2 BL BL (.n r(/ .It is a'Lieration of,4rt irk,145forany perwi4 urns.he or•she is art,ing under the dirrction of aftciniedl.irofess%arraferrgineerorfarrcf snn.,e r, to after an item in aay ,tvay. If an iterrt he'aritig the seaCaf an migineer or Ia d-survi or~is aftered, the aft.ering engineer or randirveyorsfiaffafj to the ite.lit his or rier 1 GFA2 0 6 veafand the notation "afiererr byfoffrlt_edby his or'h rsignature and tfr r date O Part Mark Key Shape Name = Main Unit, 1/\Iall - 1 ofmichafteration, andaspe,--�c description of the artmition. PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T EOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING SECONDARY ELEVATION AT 2 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 (a) o STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon COnStrUCtlOn COr JOB#: ° OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. = THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York ��TLE� 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 23 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's Po#: 23-13 vPcvERsloN: 2023.4a FILENAME: C:1UserslabehmlOneDrive••BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS123-SECONDARY ELEVATION AT 2(a).dwg SAVE DATE: 1112/2024 SAVE TIME: 11:41:40 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thic};. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo SBX003 0. 1345 10" SBX003 6" . 2500 . 1345 10" 23 ' -6 7/16" d . 1345 10 24 4 13/16 1 2 A325 3/4" 2 1/2" 0097284 SBX004 0. 1345 10" SBX004 6" . 2500 � - " SBX005 0. 1345 10" SBX005 5" . 3750 . 1345 10" 25 ' -0 7/16" 5 4 3 2 I 1 I 1 rl SBX003- 1-1 SBX004 -- - n SBX005 O I s�sso Ln I I I I I I I I I I I 530 I I Bracing Part Schedule I I Part Qty Length Detail 05RS3002 2 30 ' -2" BR01G2 IW2B1 1W2B2 1W2B3 1 24'-6" 24'-6" 26'-0" 1 CL CL 77'-0 CL CL " BL SECONDARY ELEVATION AT A BL NOTE: SEE DETAIL ON PAGE 23 FOR TYPICAL 3-PLATE GIRT CONNECTION. F N• Loc �O It is a violation o figrtirre 145 for,any person, unress fte or she is acting under 2 I cL Me direction c f a firensedprofessivitarengineer or land"srrrveyor, tf1 atteran item in any va.y: if an item bearing the reaft f"an en ineer orfivi�stin-''eyor is ,c'�, r 1 0 altered,, the at"tc 6ng e#�gaFFeer or l irrrfsarF�e�}fors�a�r f fx�to tfre item fii s or fier �' ` SIO�P seafand t(te notation "afters?d by",f ffcnved 1?y h#s or fier sa►Fuat#rre ait t cx clnte of sFref#afteratioi, anrfa Tecif i'r d-eseription#f tfie afterrrtion. ff 1 06 Dime l Dimension Key O Part Mark Key Shape Name = Main Unt, Wall = 2 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING SECONDARY ELEVATION AT A (a) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FGR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: ° OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Q 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN SUTLER 01/17/2024 w LOCATION: Southold, New York LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 0 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 24 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vPcvERsloN: 2023.4a FILENAME: C:1UserslabehmlOneDrive-BlueScopelDeskfoplWorking Orders123-026114-011CAD FEDS124-SECONDARY ELEVATION AT A(a).dwg SAVE DATE: 1112/2024 SAVE TIME: 11:41:38 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part Thick. Depth Lap Detail G1 08Z1911417D100 0 . 0600 8 1/2" 10 1/2" WS12H5,WSR065,WS01G3 G18 00208ZS220841700 0 . 0600 8 1/2" 10 1/2" WS20F2, WSR065,WS01G3 G25 00108ZS101141700 0 . 0600 8 1/2" 10 1/2" WS12H5,WS01G3,WSR065,WSO4C2 G28 00308ZS150421700 0 . 0600 8 1/2" 10 1/2" WS12H5,WSO4C2,WSR065,WS01G3 G29 00408ZS050431700 0 . 0600 8 1/2" WS12H5, WSO4C2,WSR065,WS01G2 G3 08Z20114171100 0 . 0600 8 1/2" 10 1/2" WSR065,WS01G3 G4 08Z21114171100 0 . 0600 8 1/2" 10 1/2" WSR065, WS01G3 G5 08Z2011417D100 0 . 0600 8 1/2" 10 1/2" WS01G2,WSR065,WS01G3 G6 08ZO208417DG00 0 . 0600 8 1/2" WS12H5,WS20F2 G9 JCP051170 0 . 0600 8 1/2" WS20F2 H1 00108JS1600017 0 . 0600 8 1/2" WS20F9 J1 00308JS1702217 0 . 0600 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J2 00208JS1702216 0 . 0680 8 1/2" WS20F9,WS2OF2, WS2OB2,WS2OB8 J20 00608JS0204517 0 . 0600 8 1/2" WS20B5,WS2OH2 J22 00808JS0204417 0 . 0500 8 1/2" WS20B5,WS2OH2 J24 00508JS0107017 0 . 0600 8 1/2" WS20B5,WS2OH2 J26 00708JS1610215 0 . 0730 8 1/2" WS20F9,WS2OF2,WS2OB5, WS2OB8 J3 00408JSO404417 0 . 0600 8 1/2" WS20B2,WS2OH2 F E C B A N N \ \ G5 G29 \ \ I \ \ I \ G25 G 1 \\\\ I \\ \ \ h h h \ I \ \ N I \\ I \\ O O O \\\ G3 G4 28 \1 I I I 0 0 I I I I I I I I H1 H1 I I I N LO N p 10 � I I I I I N I I I I I � I I � I I � I N h f] h N O 8 G18 (Typ.) 1 co � 5 I Q Ol I V I I I I I I I I I O I G1(TYP• ) 6 1 I I I I I I I � I I I I I 1W3B0 1W3B2 1W3B1 1W3B2 1W3B2 1W3B3 1W3B4 4 16'-0" 5 5 16'-0" Uj 19'-0" 19'-0" 20'-0" 20'-0" CL CL CL 78'-0" BL BL SECONDARY ELEVATION AT 5 L Off, O� 8 GFA206 0 �< 7 0543333 It is a vioration of Artick 145 for any peas n, unfi ss fig°or she hz acting under m _` ' � � tU 6 G 6 the direction of a liceiiv d/rr�fessinntireiWittecrorrarrdsrrrceyor, to arteran item ZcP - 5 1 ' -0" 5 G 9 (T YP • ) in any vvy. If an item 6earin j the seafof an engineer or landsume,Yor is 4 3 ' -0" 4 G6 (TYp. ) altered the afteritrq engineer or hndserve orshalfa to the item 'QO �� P� } CSS1ON 3 1 ' -6" 3 J2 4 searand the notation "altered by'y xl ae.=ed b)1 his orFer sa rtatunr and"the date 2 3 ' -6" 2 P G 1 r f such salteration, and a sped fw description of the ralieration. 1 4 ' -0" 1 JTG1 Dimension Key CPart Mark Key Shape Name = Main Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER MO 64102 SECONDARY ELEVATION AT 5 W/O WASHERS. SNUG TIGHTEN BOLTS FORALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. V: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' RE OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports —""i DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold BUTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE BUTLER MFG. ' New York u DRAWNlCHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 25 VPC FILENAME: 23-026114-01 1/3/2024 18:59:16 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo SBX006 0. 1644 10" SBX006 5" . 2500 . 1644 10" 25 ' -0 7/16" d . 1875 101124 4 13/16 1 2 A325 3/4" 2 1/2" 0097284 SBX007 0. 1875 10" SBX007 5" .2500 ' - " SBX008 0. 1345 10" SBX008 5" .2500 . 1345 10" 24 ' -4 13/16" SBX009 0. 1345 10" SBX009 5" .2500 . 1345 10" 23 ' -6 7/16" Bracing Part Schedule Part Qty Length Detail 05RT2605 2 26' -5" BR02K1, BR01G2 2 3 rc T 5 F BUTLER FRAME BEYOND I I . I 05RT26pS 1 SPANDREL BEAM O 1 Utj SBX006 SBX008 SBX009 O O I a \ w ILnQ STUD FRAMING O ' NOT BY BUTLER. z r N N 5'-2" 6p5 I W MEZZANINE O 4'-0' 1'-2" OVERHANG �5R�2 O JOISTS a, O H BASE ANGLE (STUD SUPPORT AT MEZZANINE F.F.) BASE ANGLE (STUD SUPPORT AT MEZZANINE F.E.) INNW I o 0 0 SBX007El N O STUD FRAMING ii I I MEZZANINE BEAM NOT BY BUTLER. N N SPANDREL BEAM 0 4 _4, CL OF EDGE I _ � SUPPORT BEAM 0 NOTE: N i MEZZANINE FLOOR IN OVERHANG AREA CC) TO BE SUPPORTED BY OTHERS. ASSUMED I N DIMENSION LINE OF THIS FLOOR AREA TO NOT EXCEED 56 psf AND FLOOR LIVE LOAD NOT TO EXCEED 125 psf. I THE OVERHANG AT GRID LINE 'F' Q IS TO BE VERTICALLY SUPPORTED BY THIS STUD WALL BY OTHERS. I I I I 1W4B1 1W4B2 1W4B3 1 26'-0" 24'-6" 29'-6" 1 CL SECTION C CL CL CL 77'-0" BL SECONDARY ELEVATION AT F BL NOTE: SEE DETAIL ON PAGE 23 FOR TYPICAL 3-PLATE GIRT CONNECTION. F y H. roe 0 Ny C) t Tj It is a T'iofatiott of Article 145 forany persmi!, unress fie orsfie is actitxq ttrider n 00 I = x w the direction of a licensed'pra,e4sit)ttafen itteerorratidsaarr yor, to arterait item Z - ira arty .v ay. Tan cart item hearing tie seal o f atz etighteer or 15-iidstlrt e7or is afterrecf, the afterittg en, hieeror fattrf sumgvrs6a1Tgffir,to the itent his or her A seafand the taotation artered"6,�=`�frtll r�vd 6y his or fiers rtrtttxn?and the date ESSIONP of such alteratiott, wid a..r cifc descriptiott of the altmitiott. O l Dimension Key O Part Mark Key Shape Name = Main Unit, Wall = 4 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED SECONDARY ELEVATION AT F 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 23-026114 Q 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York �u�� 01/17/2024 U- COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 26 FILENAME: CAUserslabehmlOneDrive-BlueScopelDesktoplWorking Orders123-026114-01\CAD FEDS126-SECONDARY ELEVATION AT F.dwg SAVE DATE: 1/12/2024 SAVE TIME: 11:41:14 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. SecondaryPart Schedule Frame Member Schedule Rod, Strut, and Misc . Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo Washer SBX010 0 . 1345 10" SBx01 6" .2500 .1345 101' 17'-10 3/8" 1 2 A325 3/4" 2 1/2" 0097284 SBX011 6" .2500 .1345 10" 17'-10 3/8" SBX011 0 . 1345 10" A B C /1 0 S13X010 1 1 SBXO11 LO H• LpC �O o i m ul Zip tj 2W1B0 2W1B1 �08S101��. CL it is a T-4ofation of Ar'tirre 3 f jor•carry l7etson, i mess he orshe is acting under 20'-o" 20'-0" the ofrrctionofalirensedprcr,fesvionaferr irrverc►rfarrdsrrrx or, toafterranr'tern 4 0'-0" in any way. If an item fear ng Me seaf of-an engineer or lan€ =r'f'eyt r is BL BL aftered, tlieaafterir ara itze rorfandsun,,i' of to l to (fie it rrt F�rxr"r.Tr�Ier SECONDARY ELEVATION AT 1 . '_ .�.i seaafaandthe notation "a�teredb >' ofinvedbyliisor'herr4jnatur•rrandtfiedate 1 GFA300 of fsrtch aftertation, aanla specs xe description of the ca£terratinrr. Part Mark Key Shape Name - Front Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 11 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. ob#` OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p• 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold New York BUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, I I PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 27 VPC FILENAME: 23-026114-01 1/3/2024 18:59:18 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc . Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo SBX012 0 . 1395 10" SBX012 5" .2500 .1345 10" 20'-10 3/4" 1 2 A325 3/4" 2 1/2" 0097284 Bracing Part Schedule Part Qty Length Detail 05RS2703 2 27 ' -3" BR01G2 2 1 F------- ------------------------------------------------ -------------------------------------------------------------------------------------------- ------� I I I I I I I I 1 I I I I I I I I I I I I I I I I I � 1 I 1 SBX012 1 I I I I I I I I I I I I I I I I I I 0S I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I � I I L I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I �4�ti I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L O BYO co I r 2W2B0 A 0 eta '�',YSSIt3NP�'' 21'-0" CL 1 rke- is€, a I AG-91�., ��nvi 23'-0" CL 11 �'x `: a1d la� a) re;a 8�{�' 7 A BL SECONDARY ELEVATION AT A BL .I $ If � 3>sa °� � €€ to 'rtff , : .to jai 1 1 ' -0" 1 GFA200 s x`titfv Ax$`.i "a.:qv"x`'I dr.: °1t .i�a:`avirF"'-it iA"+ti. Dimension Key OPart Mark Key Shape Name = Front Unit,Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT A (b) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT STRUCTURAL SYSTEM AND MIUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES p• NOT APPLY TO THE PERFORMANCE OR CUSTOMER: � � 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLHR 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' DRAWNICHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, T PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S POtt: PAGE: NTS 23-13 VPC VERSION: 2023.4a 28 VPC FILENAME: 23-026114-01 1/312024 18:59:19 a division of BlueScope Buildings North America,Inc. Opening 4 Opening 2 Ln rn C-) L 0 �- IM -'r, X Cf m moo- LU q w1t.411s, ell, 1'44"Itiw I iwfffv�hwe m v m li'low Mm""'j Nk'-netv'�y aw eq-,m4wer ot 401-091 lgi�ij' V 11 :1 V, BL BL t"40 d�"?'-Kfy vr'� 4t "AHr'qy wwor 1.1--id SECONDARY ELEVATION AT 2 to tax Ooffi A&or Art" "�'1-dv�'!'Me w r"t r im"Uuvrd'by�'f-46', 1 y d. f�'7 k" �"fAr."Jrl akew�*I'mt amdeqwfj!'�! Shape Name = Front Unit, Wall = 3 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) THE BUTLER MFG. ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE D 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 2 (b) STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATIO14 OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS J3UTLr=7R 01/17/2024 LOCATION: Southold, DRAWNICHECR:New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Peconic Water Sports ADB CBU TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, T Butler Manufacturing - REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a PAGE: 29 VPC FILENAME: 23-026114-01 1/312024 18:59:20 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo SBX013 0 . 1345 10" SBX013 5" .2500 .1345 10" 20'-0 3/8" 1 2 A325 3/4" 2 1/2" 0097284 Bracing Part Schedule Part Qty Length Detail 04RS2703 2 27 ' -3'11 BR01G2 1 2 ------ -------------------------------------------- ----------------------------------------------------------------------------------------------- ------- I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 SBX013 1 I I I I I I I I I I I I I I I j I O 0 1 � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I � I j LO I I m I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I N a� y0 I C-D I i * oco v ill Ip LU ftq ARO CSSIONP\, f f ±o vk,iih0ikt i i >�I,n 10 14. 21'-0" 1 si f➢ foll'v s �'`e fx eppg :� �s,::' s'aoi> Fingsi 11,€%4 0 wrr .)Or w C7 'r lit 3 CL 23'-0" CL l 1 1 t" jei"I ite V"— rt�>: a'o Y`�;��li��'rf, o halt ?..�1 6" .s �� 44 BL BL dfi e a Ihr "e.n5i.t °il '"ivt�'l : . `l t-'V-ji-r,.fha3 Its �< toss �'tgs�` 'fif f herSECONDARY ELEVATION AT C � ' . 1 1 ' -0" 1 GFA206 [] Dimension Key OPart Mark Key Shape Name = Front Unit, Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 11 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT C W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER PRIOR WRITTEN APPROVAL OF BUTLER MFG. : Radon Construction Corp. 06#' OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p" 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold SUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York ' DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S POV#: 23-13 VPC VERSION: 2023.4a 30 VPC FILENAME: 23-026114-01 1l3/2024 18:59:21 a division of BlueScope Buildings North America,Inc. ROD DIA. CLEVIS CLEVIS BRACE 9 FRAME BRACE " MARK NO. PIN DIA. LOCATION LOCATION SEROOF CONDARY (2 OR 4) A325 BOLTS 3/8' 097572 MEMBER PRIMARY 1 2" 097573 PORTAL FRAME COLUMN OR BEAM 5/8" 095277 0+_ **0 FRAME WEB HEX NUT 3/4" 095278 „ 0 x 0 WASHER "A" 7 8 095279 1 1/4 0 N 0 0 / / ADJUST. CODES 1 095280 — — — GAGE WASHER "B" 1 1/$" 095281 ROD " FLANGE BRACE EIGHTHS HILLSIDE WASHER 1 1 4 095282 COTTER PIN 1 3 8" 097593 (GFB—) OR (HFB—) 1 1 2" 097594 1 1/2 INCHES LENGTH FLANGE BRACE WILL TYPICALLY FIELD NOTE CONNECT TO THE WEB OF THE (millimeters) WEB REINFORCEMENT PLATE THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. IF PRESENT MAY BE SHOP WELDED ON I REAM—OUT THE 9/16" DIAM. HOLE IN 1/2" x 1 1/2" SHAPE ( ) THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ A-325 BOLT EITHER SIDE OF THE WEB. CLEVIS \ DIAM. HOLES. (FOR THE 12MDB_ FLANGE THICK FLANGES (49080) TYP. DEPTH BRACE WITH A 3/4" X 2 1/2" A325 BOLT WHEN REQUIRED.) FLANGE BRACE REQUIREMENTS: O PORTAL COLUMN DEPTH FLANGE BRACE < 24" HF93060 DEPTH SHAPE GAGE BRACE ROD FLANGE BRACE REQUIREMENTS: ALTERNATE CONNECTIONS > 24" & < 36" HFB4106 07 = 7" Z = ZEE 11 = 0.113 DESCRIPTION/PART NO RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. > 36" HFB6032 08 1/Z E = LOW EAVE STRUT 12 = 0.088 1 RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 10 = 10" 13 = a.oa ROD HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE ,� H = HIGH SAVE STRUT DIAL NUT A B WASHER CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2 14 = 0.079 3/8" 95321 3/8" FLAT WASHER (96408) 1/2" BEVEL SQUARE WASHER (46040) CLEVIS PIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 15 = 0.073 543334 (WITH SHOULDER) WHEN PART MARK IS ACCOMPANIED BY 2 NOTES: 1/2" 95230 1/2p FLAT WASHER (95872) 3/4" FLAT ROUND WASHER (95948) ( ). (D FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS 16 = 0.068 5 8' 95233 5 8 FLAT WASHER 95945 MAY BE FURNISHED WITHOUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE FOR FLANGE BRACE CONNECTIONS. 17 = 0.060 3 4" 95235 3 4" FLAT WASHER 95946 1" FLAT ROUND WASHER (95948) 543335 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING, DRILL 9 16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" 7 8" 95237 7 8" FLAT WASHER 95947 PIN WILL BE PROVIDED. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME / 1" 95238 1" FLAT WASHER 95948 SIDE OF THE FRAME WEB. FROM BOLTING PLATE (9) BEAM �. 1 1 B" 9523 13 9 1 1 " FLAT WAS14ER 95949 > 1/8, FLAT ROUND WASHER (95949) 543336 ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE:08/02/17 IREV. NO.04 ROD BRACE REV. DATE:06/23/11 IREV. NO.03 ROD BRACING REV. DATE:05/08/18 1 REV. NO.02 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE_03/17/16 REV. NO.03 PORTAL FRAME DETAIL REV, DATE:07/01/09 REV. NO.00 SECONDARY PART MARK NUMBER BR01 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR12J1 CONNECTION TO FRAME EN51 B 1 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK _E�j T C 2 1121 2 5/8" ADJUST. CODES P I GAGE EIGHTHS R INCHES LENGTHFFFT w millimeters 1 I B 3 ' I I SHAPE N i i ® ems DEPTH BAY NUMBER � COUNTER 48 00 I e rk J II �P PN LI P II 0 0 II Q� CANOPY ( C) /PARTITION (P ) / DEPTH SHAPE GAGE R O O F R W A L L W NUMBER 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 7" & 8 1/2" GIRT CLIP {PG1) GIRT CLIP (PG1) 10 = 10" ES = LOW EAVE STRUT 13 = O.a88 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP 1 1 = 1 1 1/2 HS = HIGH EAVE STRUT 14 = 0.079 2 1/2" 2 5/8" MAY BE SHOP ZEE GIRT WELDED (GC1 OR GCA-) BB = BACK TO BACK CEE BB FACE TO BACK CEE 15 = 0.073 THE BAY BUNDLE CODE IDENTIFIES ZEE GIRT SHOWN WELDED (GC1 OR GCA-) FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION / CEE GIRT SIMILAR 17 = 0,060 ROOF/WALL PLANE AND BAY 7" & 8 1/2" GIRT REV. DATE`0'' D1/D9 I REV' NO. SPECIAL SECONDARY PART MARK KEY REV, DATE:01/31/13 IREV. NO.01 SECONDARY BUNDLE LOCATION KEY IREV. DATE-07/01/09 REV. NO.on PURLIN AND GIRT SIZES REV. DATE07/01/09 REV. NO.00 GIRT CONN. AT COLUMN REV. DATE:01/20/11 IREV. NO.01 GIRT CONN. AT COLUMN EN51 82 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WS01 G2 OUTSET SIMPLE GIRTS WS01 G3 OUTSET CONTINUOUS GIRT 0 P TI ON DIM A FOR FYS UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" OUBLE V-0" AT 7" & 8 1/2" EW GIRTS GIRT CLIP SDS (55307) LOCATED APFROX AS SHOWN. FIELD LOCATE AND DRILL (2) 9/16" AMBNIS HELD BACKD CEE ON A D6" FROM 1'-3" AT 10" & 11 112" EW GIRTS GC1 7— AT 7" & 8 1/2- GIRT OFF CLIP SOR HOER LES. SCREWQSPAC SPACING NOT TO A ACHM EDGE DIAMETER H(DJC1 OLES I; RAKE BEAM EACH END of MAIN JAMB. RAKE BEAM OR GREATER FOR SPECIAL FRAME SETBACKS GC21— AT 10" & 11 1/2" GIRT LESS THAN 3/4" APART. GC21— AT ALL OTHER SETBACK DIMS FIELD LOCATE AND DRILL (2) 9/16" CORNER COLUMN ` LA32 ETER HOLES IN ZEE GIRT GABLE GIRT CLIP TTACH JAMB (2) 1/2" X 1 1/2" � BOLT (49080) (GC18-) AT 7", 8 1/2" & 10" GIRT P DOOR JAMB (GC20-) AT 11 1/2" GIRT 9 CLIP (DJC1 —) RAKE CHANNEL 100 WALLSTONLYN A ART ® / / I SE IE vAno H OF HOLES RAKE ENDWALL ZEE GIRT IQ BEAM N GIRT / (JAMB SUPPORT q _ III' L J 0, GIRT) DOUBLE JAMB (N II j CO Q0 JAMB SINGLE ,t 1/4-14 x 1 1/4" (2) 1/2" A307 THIN CONNECTION II I OR DOUBLE * �� RAKE STRUCT FSNR HEAD BOLT (0961a36) JAMB, (� I BEAM (55307) GAF- & NUT (095032) OR SINGLE DOUBLEN 2 PER GIRT------------ IRT JAMB CAN BE 1 1/2" DEEPER BOTTOM OF OUTSET GIRT RAKE BEAM Fi;�j F ,g10N THAN THE JAMB SUPPORT GIRT. af1 1 F1aa .1 k I" ,` .» , �;` � ZEE GIRT SHOWN (ONLY EXCEPTION: 11 1 2" JAMB - ri,41, fe��e `A t°a t� CEE GIRT SIMILAR CAN ICE USED W/ 8 1�n GIRT) 1 -0" AT 7" & a 1/2" GIRTS Fe`. d1l�a FIELD LOCATE AND DRILL ALIGN JAMB AND GIRT AT BL. t 1t1 • .1a111 I� i �fia�� a.en1° 1 � 1i 1E °f g (2) 9/16" DIA HOLES IN GIRT 1�-3" AT 10" & 11 1 2'� GIRTS NOTE: FIELD NOTCH ENDWALL I PG1 CLIP = 3 3 " tLL 1c' / FOR (GC17— OR GC21—) CLIP GIRT FLANGE WHEN CORNER COLUMN /4 AT 7'�, 8 1/2'�, 10 GIRTS 1 'a l �e��g� 1 �ii$z €g r: t1 � 1a af .�. a �, g1 € �! ,�°? FLANGE INTERFERES WITH ENDWALL GIRT. SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS 14im'I gj'.wwcl$a 4"a1,3,1i`a<.A.a a'aa`[ `A''°?.'.Y!°a`�i•: •`.`I;;"r II I& a'..a'. P a.I,F I'A . REV. DATE:07/23/13 IREV. NO.01 REV. DATE:08/16/14 REV. NO.02 REV. DATE:11/30/15 REV. NQ 0.3 REV. DATE 07/01/09 REV. N0.00 GABLE GIRT CONN, TO RAKE BEAM GIRT CONN. AT CORNER COLUMN JAMB TO GIRT JAMB TO RAKE BEAM WSO4C2 OUTSET GIRTS WS12H5 ANY OUTSET GIRT AT EW, NO SW GIRT WS20B2 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS20B5 ANY JAMB, OUTSET ENDWALL PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THELi 1540 GENESSEE ST. KANSAS CITY MO 64102 WALL SECONDARY SED S (a) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER � 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION ' # REV: DATE: BY: DESCRIPTION: BUILDER O RIR WRITTEN APPROVAL OF BUTLER MFG. : Radon Construction Corp. 1oB OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES P p. JOB 14 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports —"" DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold 'R 13UTLE 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York �& DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NITS 23-13 VP VERSION: 2023.4a 31 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:21 a division of BlueScope Buildings North America,Inc. SECOND CEE ON A DOUBLE OPTION JAMB IS HELD BACK 6" FROM GIRT T4 JAMB DEPTH FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" TOP MEMBER EACH END OF MAIN JAMB, JAMB CLIP 7" 8 1/2" 10" 11 1/2" SOS (55307) LOCATED APPROX AS SHOWN_ A NO CLOSER THAN 3/B" FROM EDGE _ 7" JTG3 JTG6 HEADER TO JAMB OF CLIP OR HOLES. SCREW SPACING NOT CLIP (PG1 ) LESS THAN 3/4" APART. w 8 1/2" JT01 JTG5 JTG7 A I 10" JTG4 JTG2 A C5 11 1/2" JTG2 SINGLE JAMB DOOR HEADER ® � I GIRT JAMB, SINGLE ° ° SINGLE JAMB I OR DOUBLE (2) 1/2" X 1 1/2" A I I I I I A325 BOLT {4908 JAMB BASE0) � CLIP � DOUBLE en JAMB (2) 1/2" A307 THIN A SINGLE JAMB (2) 1/2" A307 THIN JAMB BASE DIM. A � HEAD BOLT (096636) HEAD BOLT (096636) ZEE GIRT FLUSH TO CLIP (PG1) & NUT (095032) % I 1 /4 (MAX.) ol� & NUT (095032) FIELD LOCATE AND DRILL 2 9 16 �� (2) 1/2" A307 THIN �� / / " HEAD BOLT (096636) O Ta ATr CH HOLES (z) 112" X 1 1/2" OUT a �. 1 Z ANCHOR I & NUT (095032) RODS WTH � I p I GIRT CLIP I � A A325 BOLT (49080) A CI HARDENED WASHER i ARP�E�� p (SEE CHART) EQUAL 3" EQUAL E�VT 6„ OP 1 1 4 _ IT TI I eEE S ATION BASE ANGLE MAX r�r- —< (4) 1/2" A307 THIN E�� EC I (SHOWN) a SECTION A—A I o 0 1 W �oN CONCRETE FSNR � I ® w I SHOWN &EAD NUT OLT(095032) 0950032 536) A AT 24" O.C. I "� DIM. A ,r ZEE GIRT 5 0 N I I JAMB CAN BE 1 1/2" DEEPER BLDG. WIDTH (BY BUILDER) I 3 1/4" AT 7", S 1/2", 10 JAMB CEE GIRT SIMILAR I I OPENING THAN THE JAMB SUPPORT GIRT. BASE MEMBER Q " I I HEIGHT (ONLY EXCEPTION; 11 1/2" JAMB OR LENGTH L--� —� 6 1 4 AT 11 1 2 JAMB I I CAN BE USED W/ 8 1/2 GIRT) „ / / JAMB CAN BE 1 1/2- DEEPER +. MIS—ALIGNMENT JAMB CAN BE 1 1/2 DEEPER w THAN THE JAMB SUPPORT GIRT. EQUAL 3 EQUAL (CORRECT ALIGNMENT) (AVOID THESE CONDITIONS) L ALIGN JAMB AND GIRT AT BL. GIRT ALIGNMENT DETAIL THAN THE JAMB SUPPORT GIRT SECTION A—A ALIGN JAMB AND GIRT AT BL. SECTION A—A (ONLY EXCEPTION: 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) � PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS ALIGN JAMB AND GIRT AT BL. SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS (Z—GIRTS SHOWN, ALSO APPLICABLE FOR C—GIRTS) REV. DATE07/01/09 REV_ N0.00 REV. DATE D7/21/15 REV. NO.Q4 REV. DATE:a7/01/08 REV. NO.00 REV_ DATE:12/D1/15 REV_ NO.04 REV. DATE:06/23/22 REV. N0.00 JAMB BASE ATTACHMENT GIRT TO JAMB HEADER TO JAMB JAMB BASE TO GIRT WS201318 SINGLE OR DOUBLE JAMB WS201`2 SINGLE JAMB WS2DF9 ANY HEADER, ANY SINGLE JAMB WS20112 ALL JAMB AND GIRT DEPTHS WSR065 WAIL SECONDARY FRAMING ALIGNMENT N w Lo �r 0 ", C `p �j�tL/ r b .l+y N W Via.. ., �O 70 B AR � SSIONP~ i<:1a3� � u: r1a .ie S '€ tix ia:` �`i1r` € � >' .ta'1s .r t, ' a1$1 1A a t. 1i1 0 a €<!,. eF l am'*W"r. °k: at„ ff' Il �'� Y3C11 'i° 4:`•ta1f'ia 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080) AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED S (b) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER � MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INI�EGRAL PART OF THE STABILITY OF THE REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold, New York �0 DRAWN/CHECK: COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 32 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:23 a division of BlueScope Buildings North America,Inc. Covering Schedule Trim Schedule Planograph Schedule Id Qty Start Length Qty Stagger LengtrType Gage OP Fin. Color . Direction Id Parts Color Details Id Details #6 19 38 ' -1 1/4" 19 33 ' -1 1/4" MR24 24 13 K SY Right to Left Tl 0630043 Match Wall Color Tl P-080572, P-081236, P-103223, P-104542, P-104714 #7 19 20 ' -9 1/21" 19 25 ' -9 1/2" MR24 24 11 K SY Right to Left T2 (7 . 7 ) IRT10A, (3 . 9) RC20 Match Roof Color ENB004, NV667 T2 P-080573, P-080575, P-080578, P-080949, P-ZRSLO #8 1 20 ' -6" MR12 24 86 K SY Right to Left T3 0560173,MRRET, RBT2, TC1, (0 . 5) WA10A Match Wall Color T3 P-081167, P-081243, P-GAI #9 1 28 ' -1 1/4"' MR12 24 86 K SY Right to Left T4 0630043 Match Wall Color T4 P-080572, P-081236, P-103223, P-104542, P-104714 #10 1 10 ' -9 1/2"1 MR12 24 87 K SY Right to Left T5 0630043 Cool Solar White T5 P-080572, P-081236, P-103223, P-104542, P-104714 #11 11 22 ' -10 1/8" MR24 24 12 K SY Right to Left T6 0560173,MRRET, RBT2, TC1, (0 . 1 ) VWA10 Cool Solar White T6 P-081167, P-081243, P-GAI #12 39 22 ' -9" MR24 24 12 K SY Right to Left T7 0630043 Match Wall Color T7 P-081236 #13 11 22 ' -9 3/8"' MR24 24 12 K SY Right to Left T8 0630043 Match Wall Color T8 P-080572, P-081236, P-103223, P-104542, P-104714 Oper. Code : 13=SQ,NT Oper . Code : ll=SQ, SQ Oper. Code : 86=SQ,NT Oper. Code : 87=SQ, SQ Oper. Code : 12=SQ, SQ Finish:K=Butler-Cote Color: SY=Cool Shell Gray Accessory Schedule Covering Mark Schedule Qty Color Description Id Qty Start Panel Qty Stagger/Last Panel 1 2 3 4 5 1 Cool Desert Beige Shadowall 3070 Walk Door Trim #6 19 MR24380122413KSY 19 MR24330122413KSY #7 19 MR24200942411KSY 19 MR24250942411KSY #8 1 MR12200602486KSY MR12200602486KSY 5� � TB — -- -- -- -- -- -- — -- -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- -- -- — -- ---- -- — T4 -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- — #9 1 MR12280122486KSY MR12280122486KSY #10 1 MR12100942487KSY MR12100942487KSY #11 11 MR24221012412KSY MR24221012412KSY #12 39 MR24220902412KSY MR24220902412KSY #13 11 MR24220932412KSY MR24220932412KSY o N N N N (11)#11 (39)#12 e � T6 I T2 T3 0 v rn 0 ti #10 m m N N (11)#13 (38)#7 e 0 i co N r 0 i N N T5 — T7 #8 N ri 01 N C O W � co e M d' ' (38)#6 N #9 a o'A a T1 T1 ~ m 0'i �rn -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- -- — -- -- -- -- -- ---- -- -- -- -- -- — -- -- -- -- — (� '' LU 23 0 77 0 JV\,0 r0 110'—01, z �. , 1. BL BL f e0twof ail ? d! ' ° z f ; l ;s ;s r' �t.ga g r a•s sa cc BL ka6 a ` ?! ZF f'.€s c9P e. 0 ,°�� age'i4l' ':flf 'f ROOF COVERING PLAN « { � , 1'l'., ,$":':: a . �"a"8s's°' �.qf .k ro.t fie Urm A'i"''of 6fr �1 �r.�, ►i�i?`1�aA91';. tb?. e�'��>a�l. '°.��`s�R3�!?�� .'��.'� �c"t'FI�It"a� Shape Name = Main Unit, Shape = Front Unit PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER icANSAS CITY, MO 64102 ROOF COVERING PLAN MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER .'S SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS UTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. B 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York `, DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 33 VPC FILENAME: 23-026114-01 1/3/2024 18:59:25 a division of BlueScope Buildings North America,Inc. NOTE: 2 3 4 5 MEZZANINE DECK TO BE 28 GAGE 0.6 FORM DECK STRUCTURAL FASTENERS TO BE T-5 #12-14 SDS WITH NO — - - - - - - - - - - — - - SIDELAP FASTENERS. FASTENING AROUND EDGE TO BE �— T-5 #12-14 SDS ATV-0" ON CENTER. AT ENDS ALONG I I— _ _ - - _ - - — - - - - - - _ - - - - - - - - - _ _ GRIDS 2 AND 5 THE DECK IS TO BE FASTENED TO EACH JOIST WITH (2) T-5 #12-14 SDS - ONE EITHER SIDE OF THE TOP CHORD EXTENSION. EDGE OF DECK I 3 NOTE: STAIR CLEAR OPENING I I I I o = 18 ' -2" X 3 ' -6" I �-- I a 54 I I I l a l I I I I M I I I I oN I z l w °° I o f I I I I I I I I I 28 GAGE MEZZANINE DECK (TYP. ) o I I I I I I 4" 3'-6" 4" STAIR OPENING Concrete Slab: The design and detailing of the concrete slab is not by Butler Manufacturing . 1 1 Steel reinforceing must be specified by the concrete slab design professional . 27 '-0" 24 '-6" 25 ' -6" Failure to provide proper reinforcing steel in concrete slab my result in poor slab performance . 77 '-0" BL BL Mezzanine Decking Layout NOTE: MEZZANINE DECK LENGTH TO BE FINALIZED AT A LATER DATE. RECOMMENDED FASTENER PATTERN: 35/4 *WELD WASHERS ARE NOT REQUIRED WITH 22 GA OR THICKER DECK a: N � L O y0 0 _ #12 TEK FASTENERS CJ � c'f� (SUBSTITUE 5/8" PUDDLE WELD THERE BEAM FLANGE >1/2") * O y* v SEE PLAN FOR AREA OF SPECIAL FASTENING_ n co =�� w ,3ypo—'I"i, urd--,�rh— a i,�, a :l ?ia i r �Q�v• -sCa'�aN n.s i 1 h B�Fs`�'"��#`.`.,f��A... �~ ��.1`• �'.� � ��E�i?., "dA.S A °�.. tE� >�`n>`sA.;� �f•'a�8, a.�!,.�kaa8"y �12 t`i,., R` r .,a. » �.i��, !t?��t'f��.t?: t�.�A a .1 ] g; ��T r�,gay 351, 68mwd hi-ll#.. 0Av,I `aa.to e3il ` r 1 1 '-0" ❑ Dimension Key Shape Name = Main Unit,Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MEZZANINE DECKING LAYOUT MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Lj 1540 GENESSEE ST. KANSAS CITY, MO 64102 a REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. SOB 23-026114 Q NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LocarloN: Southold, New York V�L�� 01/16/2024 u- COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL 0 DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDERS PO#: 23-13 VPCVERSION: 2023.4a 34 FILENAME: C:1UserslabehrnWneDrlve-EIIueScopelDesktop1Working 0rders123-026114.011CAD FEDS134-MEZZANINE DECKING LAYOUT.dwg SAVE DATE: 1/12/2024 SAVE TIME: 14:02:12 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details Tl (3) MRGT20R, (5 . 7 ) VWA10 Cool Solar White KV391, KV392,WCB055 Tl P-081167, P-081259, P-GAI T2 ( 1 . 5) BA125 Match Rolled Sec T2 T3 (3) PTSA*10, (1 . 5) SPCNMR24, (2 . 2 ) STCF10 Match Roof Color T3 P-081531, P-081532, P-081537 A F _ _ -----------------T1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I = I N I � Opening 1 Opening 3 I ! I N I N I I N 01 ( I I I I I I I I I I I ( I I I I I I I I I I I T2 I 20'-0" 20'-0" 38'-0" 78'-0" BL BL COVERING ELEVATION AT 2 N -- �P N L Oc�r 0 , r 2 M"+. .jow, R F-SS\�NP borer vrfw`t Shape Name = Main Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEL) ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 2 (a) MAYBE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#' . REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports --- DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER' OW 4. SEE JOB DETAILS FOR COWERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing AE: / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 35 VPC FILENAME: 23-026114-01 1/3/2024 18:59:28 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (3 . 1) BA125 Match Rolled Sec T1 T2 (7 ) CLE12C, (3 . 5) GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 5 2 T2 -- ------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I j LO I I rn ' I I r � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T1 I I 77'-D" BL BL COVERING ELEVATION AT A CO H. L OC �Q * 0 r- 140 c W d' OAiQ� ly"pt4� i JkL v n j r rpr,Mfit b,,I Mdt'h frr,v r,6n d.Y,wi ' ? p d�' 4?i ftvt3 1kx alj"'ri : .tfwl iap° # vis fifa l M tip` O.TId°ldA01 *�'�'�'1.� ��Ae V g � �� !, .Y.. m @r ,F .$Y �a q a Q,� �a:��.E�. t 3x f`a fy�a � a�� i `,,�d � ;� „�.�`.��a.3Y�.s�e .�3:�`��b�A��a:°: fae k $' $ &..r P""I(&tr�I k'uj.fas ti 'aI i �A V ads4 tv' l "a'Fis 4_;t Aa r'x"*`!r jt ar douf ie h a 'qg'.5Ca.a..(IdRa3`.1g as 9a fl qw1'qe.a3e �� $ jaa a 8 arb Shape Name = Main Unit, Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF . 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A (a) MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 60 TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon C011StrUCtlOn Corp. J06#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 01/17/2024 LOCATION: Southold, New York a 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: 36 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a VPC FILENAME: 23-026114-01 1/3/2024 18:59:30 a division of BlueScope Buildings North America,Inc. Covering Schedule Trim Schedule Planograph Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction Id Parts Color Details Id Details #1 14 SHU 23 ' -1 1/4" 26 3 K DE 3" Left to Right T1 (3 ) MRGT20L, (5) SHCL12, ( 6) WA10A Cool Solar White KV403, KV404, PV167 T1 P-081167, P-081183, P-GAI #2 5 SHU 12 ' -6 1/4" 26 3 K DE 3" Left to Right T2 (1 . 5) DSF12C Match Wall Color NV568,NV569,WCB024,WCB025 T2 P-081201, P-081202, P-081203 #3 1 SHU 26 ' -10 1/2" 26 3 K DE Left to Right T3 (1 . 5) DGS12 Match Wall Color NV125, NV140,NV566 T3 P-081203 #4 5 SHU 12 ' -8 3/4" 26 3 K DE -1 ' -6" Left to Right T4 (1 . 6) BA225, (3 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120,NV128 ,NV130,NV135, NV143, NV664,WCB082,WCB083,WCB085,WCB086, WSR065 T4 P-081180, P-081189, P-081505 #5 1 SHU 19 ' -3 15/8" 26 3 K DE Left to Right T5 (0 . 1) BA225, ( 0 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120, NV128, NV130,NV135,NV143, NV664,WCB082,WCB083,WCB085,WCB086,WSRO65 T5 P-081180, P-081189, P-081505 Oper. Code : 3=SQ, SQ T6 (0 . 1) BA225, ( 0 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120, NV128,NV130,NV135, NV143, NV664,WCB082,WCB083,WCB085,WCB086,WSR065 T6 P-081180, P-081189, P-081505 Finish:K=Butler-Cote T7 (1 . 5) MRGT20R, (2 ) SHCL12, (2 . 5) WA10A Cool Solar White KV403, KV404, PV167 C T7 P-081167, P-081183, P-GAI olor• DE=Cool Desert Beige Covering Mark Schedule Id Qty Start Panel Last Panel #1 14 SHU23012263KDE, SHU26041263KDE #2 5 SHU12062263KDE SHU13062263KDE #3 1 SHU26104263KDE, #4 5 SHU12086263KDE; SHU06086263KDE #5 1 SHU19035263KDE, F p, T1 ID M CD ko I I I I 1 \ N N M M M \\ rl rl N ri rl \\ (5)#2 M \ a a a M M M \ ao N I I M N m \\ I I I \ N .1 \ rl r7 O1 OD l0 \ (5)#4 [ C, 0 I e e e 1O [ [ [ [ [ [ [ [ [ m [ [ T3 N T3 a a \ a a \ W 0 0 0 #3 I I I I I I I I I I I I I I C M M M M 0 Ln LO In ID 1p N N N N N N N N N N N N N N N '+ (14)#1 M I I • _ m N -4 N C #5 \ In I r N N N N H H H H T4 T5 T6 41'-0" 16'-0" 1 16'-0" 2 78'-0" BL BL COVERING ELEVATION AT 5 Fastener Schedule �'<� L0� y0,p Part Description * 0097365-113 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer Panel to Structural 0097364-113 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer Panel to Panel M Uj /a L :$ 1`° i€�"a�C�t►�+�:,�''€t�"'� � �a ��"'�i �1> �Fr�: I'`>c ':�s ?'!A��" ".e 3:� $t?� s`c" NCO7010 1 °►')c/��F (fk4�p`..� (3��..�` °a�'�� ft&y p ph v.CF'4,e fiR,i i.:g�. gag o ,d'..�.2 d :"SAA. SS3 ..�,. �.�88..e bteFe.BY tit,!,er t 2 3 ' —0" q .. !,hm, mdr Ape i"V q(I atfkru,f r,.. 1 2 ' -0" Dimension Key Shape Name = Main Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER O 64102 COVERING ELEVATION AT 5 MAYBE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, M TO STRUCTURAL BEAMS MFG.AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#` REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEERS SEAL DOES p. 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS UTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. B 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York ue DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO##: PAGE: NTS 23-13 VPC VERSION: 2023.4a 37 VPC FILENAME: 23-026114-01 113/2024 18:59:31 a division of Bluescope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (3 . 1 ) BA125 Match Rolled Sec T1 T2 (7 ) CLE12C, (3 . 5) GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 2 5 T� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I � I I I � I I � I I N I I I I I I I I _ I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TI I 771-0" BL BL COVERING ELEVATION AT F r0 0 * o Cn r rn w 2 - W Y $ ttai $a�. .F f c..� " r ti�$t '' '.t �'� , 1K `e a�M°�e°:#� is" EJ��10 4 1 It 4!fa r,r,,kv; $kjs`e ;< 8 r•t . .€ y,X�?,4'4 14. Ly f6jet at.f i tse,v R��;�na i:�' �4•I'.�$ $Eq�$$x aaw .a��'\:�''1,�.$.A: t`��'.�.a:�glt`.�+�. ° A�'.:.�E lt �:�.�kt'�. Shape Name = Main Unit, Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER'.HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT F TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports — DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 38 VPC FILENAME: 23-026114-01 1/3/2024 18:59:32 a division of BlueScope Buildings North America,Inc. Trim Schedule Id Parts Color Details T1 ( 1 . 6) BA125 Match Rolled Sec A C LO � \1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I � I r I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T1 40'-0" BL BL COVERING ELE7ATION AT 1 y, F H• L 0 �O T LU x• �OIO 7A � ��V If 0'f a s soh °gym orgoi 4%fior�f n °. W"T' / or, # JJSSIONP�' �� ° y €? 8 ax:4� `��e;"•� F= cp{a a apt.: ; I��Y� �: �`Ix�:B°�a:''Y `$ �•` :��S fl.�, .ax''t�x.. �.�x,3�a\c x Vl�` a 3t �"$IY�� .a .�..°� � ! � �'. , 4 i�fvmrT e-v,fd cf a t`ft, ° r #r 4i'd Ae° r �t vt �x��'�'.i��£t `P �➢iA ,�"t�°$ 's44i�te8 t3A ,tt$ �� >t..c�'i�. ��',�'�.' °��s. f��pt p'„\ i �t syx pg t m• ax•.9 ¢ab rrit & 33, . ds Aar' L•�' I\�Z ! ;,:u, o"1x.,''lit£, laa t:�j��4�>��d'xa,a''�a,�i'adB:':�°t> ��' 2<�. 3'. .t"f�"``eg"?��..,f§ `a�aC#�`f�'x`:•Ye`�". Shape Name = Front Unit, Wall = -I PERMIT SET- For Building Dept. Approval 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 1 L) TO STRUCTURAL BEAMS MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports � DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS HUTL E ' 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LocarloN: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 39 VPC FILENAME: 23-026114-01 1/312024 18:59:33 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (2 ) CLEI2C, GTR25 Cool Solar White EN60Bl, RCB953 T1 P-103223, P-103315, P-104714 T2 (0 . 9) BA125 Match Rolled Sec T2 2 1 T1 r-------------------------------------------------------------------------------------------------------------------------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � I LO I I � I r I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T2 I 23'-0" BL BL COVERING ELEVATION AT A J- m y (7 _oil,rn I� Uj k T. �€ � $d $'S'3 '� g? dff a"gt, �_,.w" o �`z,. cc :f 8's 1 �� :V ��...rre &yam €3 p�y.�. fir e ��9 �i 3' •➢�$r$pe,j r •v d tf ��.'A Y��...A 16:.. 1SR a air 2,�2 . fir I aft 1 3 •.�'t LB:�M�' �� $y°$garrt ,°$�`i�:3y. Iy `$$ BAR $:�>' 3A i sA' '$a°ae t'i �:`'•? `a`.•. 5': �' a$a a E�:e ?2 �/ y. ` - V' Ig$t3$33 A 1P d F$&°F$'a & Z ge g b1.c+ M1e1 '�$e�P`e�? a �$ .tom�. ��€��d�` .��.��'$:tom?$�$ ��$� r`$�' S•' SI►,Jl � �s�=�.� ..��i�a •,r;�$i, ��r�a� $�.a�.s�;,,. s.;�aka°a.? �� •a Shape Name = Front Unit, Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A (b) TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon COnStrUCtlOn Corp. .Io6#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTiLHR 01/17/2024 LOCATION: Southold, New York , 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWNlCHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 1 40 VPC FILENAME: 23-026114-01 1/3/2024 18:59:34 a division of BlueScope Buildings North America,Inc. Opening 4 Opening 2 LO Cn 2 20'_0" I201-0" 401-011- BL BL COVERING ELEVATION AT 2 F 0 b X 141 7 afrewd, r tafimfiq,4 firl o r�6" ftew hit F kif,f .xm.I i Ce no ra r im�a,ti^w'f f vj� K4,tw�'&k", rw f Im, a"w'*t tr "C 4 q(_wA aidd_11vr dij,nu bt Shape Name = Front Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF Enrik 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEERS SEAL APPLIES BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE w '% BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Li 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 2 (b) TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. PRIOR WRITTEN APPROVAL OF BUTLER MFG. DATE, BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLER 01/1712024 LOCATION: Southold, New York 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < v DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a PAGE: 41 VPC FILENAME: 23-026114-01 1/312024 18:59:35 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (0 . 9) BA125 Match Rolled Sec T1 T2 (2 ) CLEI2C, GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 1 2 T2 r-------------------------------------------------------------------------------------------------------------------------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LO I I � I I r I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T1 23'-011 BL BL COVERING ELEVATION AT C O F E N. L OC, 0 � m {, p .qq alr g ji+ � 4 .8 '3� 3 ae� 1° ,Ff I �aft .wdty .1 .1 1tc '€.,3 fttr awa . it:l z :.s "' Awn' ,tR�g Q�� ".. e7�ONP� tp # 4�. S 1.J •a 3t.: e� 6 hfr'e fau^.:8'i �.t 4n,... a jUn.i°) `'�a�`$�0 88 &a ,' a d` g-' gg��' + a $ ..��"•.. $ S,,,.fix ., & f,6 o$" .��C�.a R'�1�26.�°'�,' rk is 'drT 14 f* ffh'r gir Ro ` GIs R gar°Aar Of eu'rrvtv dm ende :$ der. a" Shape Name = Front Unit,Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT C TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. Radon Construction Corp. 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLL�R 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 42 VPC FILENAME: 23-026114-01 1/3/2024 18:59:36 a division of BlueScope Buildings North America,Inc. M OF RpO�N MPiP�L�Ns ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: WALL PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: '60'r ' -�pP OV STRUCTURAL LINE 1 2 REFER TO: MR-24 ROOF SYSTEM REFER TO: SHADOWALL WALL SYSTEM ATTACH BASE TRIM WITH PANEL TO STRUCTURAL 2-3/4"NERS TO 2 0 2-3/4" „ ' I AVOIFASD NPANEL ERS 4COR CORRUGATION). HIIFTLOCATE EBASE ANGLE (MAX SPACING 2 -0 _ Z PURLIN = INSTALLATION GUIDE INSTALLATION GUIDE I RUT OR BASE GIRT HOLES 1 -1 /2" OFF MODULE ) � (MAX. SPACING) w 1A1/2VE TDEEPER SHADOWALL -�T WITH UNPUNCHED PANELS / MASONRY ANCHOR = PANEL LOCATION (TYP). PANEL ADAPTER CLIP w THAN MAIN PURLINS I ATTACH PANEL, WITH PANEL TO STRUCTURAL (543333) (NEST INTO > I FASTENERS 12 O.C. (LOCATE AT PANEL BASE ANGLE PANEL HOLES & CENTER CORRUGATIONS) (BA225) ON JOINT) >- (OPTIONAL) APPLY SEALANT (D25392) CONTINUOUSLY Q FOAM CLOSURE (570731 ) MASONRY ANCHOR Z o (NOT BY B.M.C.) -2-1/4" W FRAME MEMBER it J I OUTSET GIRTS SHOWN — — — — — — — 5/8" LAP - I � FLOOR LINE _ (INSET GIRTS SIMILAR) a� _I O I d .4 II a a• °NOTE: a' I Z PURLIN SHOWN, BASE TRIM .� e Q I TRUSS PURLIN SIMILARa ' (OPTIONAL) BASE GIRT 0" MIN. TO 6" I 6" LUSE VISE GRIP TO (MIN.) 2 BASE ANGLE (BA225) BASE TRIM HOLD CLIP SECURE E3LffLER EL�LER 2" (MAX.) (BT12A) TO BASE ANGLE Ew [FOPQ (OPTIONAL) 2-1/4" OR 4" JOINT WHILE BENDING TABS NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL TIGHT AGAINST LINE & BASE TRIM REV. DATE:02/08/23 REV. N0.01 REV. DATE:01/30/14 REV. NQ 00 REV. DATE:01/30/14 I2EV_ NO-00 REV_ DATE:01/11./10 REV_ ND.00 REV_ DATE:01/14/10 REV_ ND.00 EAVE HT. WITH MR-24 WITH THERMAL BLOCK MR-24 ROOF SYSTEM SHADOWALL WALL SYSTEM SHADOWALL — BASE TRIM INSTALLATION BASE ANGLE EN6081 8 1/2 AND 10 INCH PURLINS ENB004 ENB006 GV386 LAPPED & NOTCHED FOUNDATION AT FLOOR LINE GV442 JOINT DETAIL - AT FLOOR LINE MR-24 ROOF MR-24 MR-24 PANEL MR-24 ROOF ROOF PANEL ROOF PANEL STRUCTURAL LINE PANEL I GABLE TRIM GABLE TRIM _ _ _ _ _ _ — — — — — — MALE - (MRGT20L) _ _ _ _ _ = GABLE TRIM SHADOWALL FEMALE - MRGT2DR MALE - (MRGTL20R) MALE - (MRGT20L) FEMALE - (MRGTL20L) _ _ ) PANEL FEMALE - (MRGTL20L) _ _ - - GABLE TRIM SEE DWG. P-081167 - SEE DWG. P-081167 SEE DWG. P-081167 ( FEMALE - (MRGT20R) i I MALE - (MRGTL20R) WALL ADAPTER BASE ANGLE (SHOWN) FIELD FORM WALL I I SEE DWG. P-081167 (WA1 DA) - _ WALL ADAPTER ADAPTER (VWA10) _ _ - - SEE DWG. P-081167 _ (WA10A) STRETCH INSULATIO FLOOR LINE SEE DWG. P-081259 J FIELD FORM WALL SEE DWG. P-081167 TIGHT & ATTACH TO OR TOP OF ADAPTER (VWA1D) TORX T-30 SDS — — — — — — I BASE TRIM WITH MASONRY WALL TORX T-34 — — — — — — 097364 — — — — — — TORX T-30 SDS DOUBLE FACED TAPE SELF-DRILLING SCREW I II — — — — — I SEE DWG. P-081259 2'-0" 0. . \-PURLIN 097364(097364) (2'-0" O.C.;> PURLIN OR TORX T-30 (COLOR SUFFIX OR �,-D„ 0.� (NOT BY B.M.C.) EAVE STRUT PURLIN OR (OPTIONAL) FOAM OR �� c PURLIN OR EAVE STRUTY SELF-DRILLING SCREW REQURIED) I (COLOR SUFFIX RUBBER CLOSURE a II EAVE STRUT (097364) (2'-0" O.C.) I SHADOWALL PANEL EAVE STRUT I REQURIED) o WALL THICKNESS VARIE I WALL CLOSURE SHADOWALL PANEL I WALL CLOSURE a ° WALL THICKNESS VARIES SHCL12) BASE a ENDWALL � TRIM ENDWALL 12'-0" COVERAGE) �SHCI12) 12 -0 COVERAGE) SHOWN ENDWALL SEE DETAIL MV822 ENDWALL (SHOWN) SEE DETAIL MV822 NOTE: NOTE: NOTE: NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DATE:04/22/16 1 REV. NO.02 GABLE TRIM LEFT WITH MR-24 ROOF REV. DATE:04/22/16 IREV. NO.02 GABLE TRIM RIGHT WITH MR-24 ROOF REV. DATE:D3/09/17 REV. NO.D3 GABLE TRIM LEFT WITH MR-24 ROOF REV. DATE;D3/09/17 IREV. NO.o3 GABLE TRIM RIGHT WITH MR-24 ROOF REV, DATF-05/05/13 IREV. N0.a1 0"-4" INSULATION AT BASE — BASE TRIM KV391 VARIABLE THICKNESS WALL ADAPTER KV392 VARIABLE THICKNESS WALL ADAPTER KV403 SHADOWALL WALL PANEL WITH CLOSURE KV404 SHADOWALL WALL PANEL WITH CLOSURE NV115 SHADOWALL WALL PANEL BUILDING LINE I I ENDWALL POST SHADOWALL PANEL BLANKET _ MAKE SURE INSULATION INSULATION IS WALL PANEL SHADOWALL PROPERLY TRIM INSULATION PANEL ( POSITIONED AND IN T A MAXIMUM ATTACH INSULATION TO A STRAIGHT LINE THICKNESS ICKNESS 4" DRIP GUTTER WITH AND ATTACH TO BEING CAREFUL NOT FOAM CLOSURE r DOUBLE FACED TAPE BASE TRIM WITH TO CUT THE FACING _ DOUBLE FACED 0 GIRT (NOT BY B.M.C.) TAPE (BY OTHERS) �, N' gip- Q-p FLOOR LINE * ^( <�, "F _ BASE — — ANGLE m y PANEL TO OR TOP OF �- m `5,� STRUCTURAL (OPTIONAL) MASONRY WALL w FASTENER FOAM OR _ (SHOWN) ZN� �\ay � DRIP GUTTER RUBBER o A a �� OVERHEAD DOOR CLOSURE a .: w ,, a..a R F�SS1 0A HEADER A BASE d.. . .4 �'a0 '"1 4 TRIM ' / �. �.A1i "a f a� �,� � a,d �, t, a •' a 4a '. M'." X@ II aI a `ev 1sv rsM I-b "1 �1-mlreg''f16"er I'lr 6r"I m r�v` vr I iF€!'(5'r,$,I,1 0,'-"w• (SHOWN) 1m anj1tti L� m i..i• 1�5� I"e. �.lr �� ,:� .�":i •@:.. lt: :,:��1'�''.Ik�g �'�``a�#dv� ittr, .6n.gfi tmra ,a E Iat A? .:Ae a t �a ,gyp' .. g. .1mR RsRa d1?3r $a $ e.l ' aa.,84' REV. DATE:06/05/13 REV. NO.02 0"-4" INSULATION AT WALL STRUCTURAL REV. DAM-08/05/13 REV. No.az "-4" INSULATION AT OVERHEAD DOOR HEADE REV. DAV-06/08/13 REV. N0.02 0"-4" INSUL. AT EW POST ON STRUCT. LINE REV. DATE:10/18/17 REV. NO.03 4 1 /2"-8" INSULATION AT BASE — BASE TRIM . & � NV120 SHADOWALL WALL PANEL NV125 SHADOWALL WALL PANEL NV128 11 SHADOWALL WALL PANEL - WIDESPAN NV130 SHADOWALL WALL PANEL PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED S (a) REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#' THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' 0 DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, I I PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S POI: PAGE: NTS 23-13 VPC VERSION: 2023.4a 43 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:46 a division of BlueScope Buildings North America,Inc. *SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION SHADOWALL PANEL I I HEADER CHANNEL JAMB CHANNEL i ENDWALL POST I 12-14 x 1 1/4" 12-14 X 1 1/4" TORX S.D.S. (097365) TORX SIDS (097365) _ V-0" O.C. 2'-0" O.C. — SDS (097230)(UNPNTD) SHADOWALL TRIM INSULATION TO 2'-0" O.C. PANEL TO PANEL A MAXIMUM STRUCTURFASTENER AL THICKNESS OF 4" TORX SDS/(097364) BEING CAREFUL NOT JAMB FLASHING DSF12C FOAM TO CUT THE FACING 2 -0 O.C. 12'-0" COVERAGE GIRT CLOSURE ATTACH INSULATION �LINOD RIVET (097580) SUPPORT CHANNEL (570751 ) C TO DRIP GUTTER _ FOAM CLOSURE (570731) WITH DOUBLE FACED - - FIELD CUT SHADOWALL PANEL DRIP GUTTER (DGS12) -F�-- - -WALL PANEL FLUSH WITH FACE OF JAMB TRIM INSULATION - TAPE (BY OTHERS) 12'-1 " COVERAGE TO A MAXIMUM THICKNESS OF 4" BEING CAREFUL NOT TRIM INSULATION TO A TO CUT THE FACING DRIP GUTTER MAXIMUM THICKNESS OF OVERHEAD 4" BEING CAREFUL NOT DOOR HEADER TO CUT THE FACING *REFER TO DWG. P-081202 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. *SEE DRAWING P-081202 FOR MORE INFORMATION. *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. REV. DA1'E:10/18/17 1 REV. NO 03 4 1 /2"—8" INSULATION AT WALL STRUCTURAL REV. DATE10/18/17 REV. NO.03 4 1 /2"—8" I N SU L. AT D.H. DOOR HEADER REV. DATE10/18/17 REV. No.03 f4 1 /2"—8" INS. AT E W POST ON BLDG. LI N E REV. DATE: 2/1/20 IREV. NO.01 REV. DATE: 2/1/20 IREV. NO.06 NV135 SHADOWALL WALL PANEL NV140 SHADOWALL WALL PANEL NV143 SHADOWALL WALL PANEL - WIDESPAN NV566 HEADER DETAIL — SHADOWALL NV568 OFF MODULE JAMB DETAIL — SHADOWALL F _ FEET G =-GAGE R� SEE DRAWINGS P-103223 AND P-104714 I - INCHES 00 - OPERATION 12,_0» 12 -0 Gv p PO\NG PRIES FOR GUTTER INSTALLATION GUTTER E = EIGHTHS C = FIN/COLOR LENGTHS LENGTHS F�ELa PGOOE SUPPORT F = FEET G = GAGE CLOSURE LINOF L�NG� s�-oPp��E> GUTTER SUPPORT SELF-DRILLING TAB (GST) JAMB CHANNEL SHADOWALL WALL PANEL MARK NO.: SHP F F I I E G G 0 0 C C C I = INCHES 00 = OPERATION (SHCL12) SEE SCN� (630000)� SCREW (097295) SHU E = EIGHTHS C = FIN/COLOR _- PANEL STRAP (560004) 12-14 X 1 1/4" LENGTH CODE 2 3/4" SCRUBOLT TORX SIDS (097365) MR-24 ROOF PANEL MARK NO.: MR24 F F I I E G G 00 C C C SHADOWALL 097264 AT 2'-0" O.C. - BOTTOM OF GABLE WALL PANEL ( ) LENGTH CODE SHADOWALL TRIM OR SOFFIT SUPPORT CORR. CLOSURE 36" COVERAGE WALL PANEL MR-24 CLOSURE (560348) 1/4" X 3/4" ,r LOCATE BLIND RIVETS ROOF TORX SIDS TYP -I 1 5/16r 1 7/16 24 COVERAGE ® (097580) (2) PER 1 -0 1 1/4" (097364) TYP. 2 3/8" 2 3/8" WALL CLOSURE INSTALLATION WALL CLOSURE INSTALLATION SCRUBOLT - EAVE CLOSURE 2'-0" O.C. FOR SLOPES UP TO .5: 12 4: 12 SLOPE SHOWN (097104) _ (CLE12C) 12'-0" COVERAGE SHADOWALL 2 3/4" SURFACE NOTE: USE 1 " LAP AT PANEL EXTERIOR SMODTH BACK-UP STRAP JAMB FLASHING EXTERIOR AS ROOF SLOPE INCREASES OR DECREASES BEYOND CLOSURES SPECIFIED SPLICE DSF12C SHADOWALL WALL PANEL SMOOTH SURFACE FITUP, IT MUST BE CUT TO LENGTH INDICATED, TO ACCOMMODATE SLOPE ( ) DIMENSION VARIANCE. MINOR NIPPING OF THE FLASHING "FINGERS" MAY BE GUTTER 12'-0" COVERAGE REQUIRED TO AVOID INTERFERENCE FOR PROPER FITUP. TORX T-30 3 3/16 SHADOWALL - ENDWALL CLOSURE SCHEDULE 1/4" X 3/4" FACTORY EAVE STRUT SELF-DRILLING SCREW MR-24 ROOF PANEL APPLIED ROOF SLOPE (RISE IN 12") 097364) (2'-0" O.C.) SEALANT .25-.5 .51 -.749 .75-1.49 1 .5-4 COLOR SUFFIX REQUIRED) SHCL12 (12'-0") SHCL12 (12'-0") SHCL12 (12'-0") SHCL12 (12'-0") NBBMC WALL PANEL *SEE DRAWING P--081202 FOR MORE INFORMATION. USE AS IS CUT TO CUT TO CUT TO SIDEWALL 6'-D" LENGTH I 3'-D" LENGTH I V-0" LENGTH *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. * SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION SLOPE RANGE 1/4:12 - 4:12 REV. DATE: 2/1/20 1 REV. NO. REV. DATE:01/14/10 REV. ND.00 REV. DATE:01/14/10 REV. ND.00 REV. DATE:D7/,0A7 REV. NO.02 REV. DATE: REV. NO.01 SHADOWALL WALL PANEL GUTTER WITH WTHR. SEAL WITH MR-24 ROOF 1::aN NV569 MODULE JAMB DETAIL — SHADOWALL NV664 SHADOWALL WALL PANELS NV567 MR-24 STANDING SEAM ROOF PANEL PV167 ENDWALL CLOSURE SCHEDULE RCB953 NBBMC WALL PANEL WITHOUT WALL CLSR "ROOF LINE" IS THE BOTTOM SURFACE OF ROOF PANELS. EAVE HEIGHT = FLOOR LINE TO TOP OF PURLIN/GABLE ANGLE. FLA STANDARD BASE ADJUSTMENT: ADD 5 B" FOR NOTCHED OR LAPPED BASE CONDITION, DEDUCT 1/8' FOR FLUSH BASE CDNDI ON. (SEE DWG. P-081513) ROOF SLOPE DIM. *** FOR PANEL LENGTHS WITH H _ V-0" O.C. I V-0" O.C. DOOR POST CMR-24 ROOF USE: J DOOR POST X: 12 ,.A" EAM= HEIGHT — DIM. "A" +/- BASE CONDITION -� WALL FASTENER (TYPICAL) >1:12 THRU 1.99:12 1.. + (RIGID INSL. THK. + .8125 (LINER PNL + 0.25") SEE FASTENER SCHEDULE SUPPORT CHANNEL 2:12 1 1/2 : COS OF ROOF SLOPE) I FOR PART NUMBER AND 2.01:12 THRU 3: 12 1" SLOPE U I USAGE ON DETAIL WCB086 ATTACH " NOTE: PANEL RISE = X 36" Q' SUPPORT CHANNEL INSULATION TO TOT DOOR POST INSULATION DOOR 3.01:12 THRU 6: 12 3 12 n I AT 1 DOOR POST DOUBLE FACED TAPE NOTE: ON STANDARD ROOF SLOPES (2 AND 4: 12) — — — — — — — — — WITH DOUBLE AT LEAST ONE PUNCHED PANEL HCLE PER PANEL WILL ALIGN FACED TAPE (BY OTHERS) WITH A HOLE IN THE GABLE ANGLE. OTHER SLOPES (NON—STANDARD) BLANKET BLANKET (BY OTHERS) WILL REQUIRE FIELD DRILLING FOR PANEL CONNECTION TO GABLE ANGLE. I F INSULATION - _ _ INSULATION EAVE HEIGHT ADJUSTMENT TOP OF �,'�� Loc y0 0" FOR MR-24 ROOF WITH OUT THERMAL BLOCKS--� 6 1/4" FOR INSULATION BR DGE (TOP OF RAKE CHANNEL) GOOFEL NEGLE/ ' - 12 F)E LD n 0] I g"�$ 4 RISE PANEL X CUT IDIRECTION OF ERECTION Z w PANELS i1�0 ATTACH INSULATION ATTACH INSULATION DOOR TRIM DSF12C I ROOF LINE 00. � k01 TO DOOR POST WITH TO DOOR POST WITH TRIM INSULATION TO A MAXIMUM NOTES: �, �O�P�. DOUBLE FACED TAPE DOUBLE FACED TAPE THICKNESS OF 4 BEING euTLER16 II (NOT BY B.M.C.) (NOT BY B.M.C.) - 1 . SEE DETAIL WCB083 FOR WALL PANEL INSTALLATION CAREFUL NOT TO CUT THE FACING = STARTING ir) w PANEL 2. SEE DRAWING P-081191 FOR SIDE LAP PANEL w a FASTENER PROCEDURES ,t � ,, � Ar ue�� ` r 1tu1 ,r:� , �� ' � �� , DOOR TRIM = � 'fit MB ,�.� � E�� t��..�.,,� ��1=�;� � ��:�e �� ., �� 1�:,��,1t 1' , DSF12C o I_ 3 _p. w 3.-0. CONTOUR GABLE TRIM im on imy,. �1 r c W — T Q i>':1�tr'1t&�Y \� �"�F€i? .��r. ��3�a I��'�f.3«��fat 'e'` SEE DRAWING P-081202 FOR ADDITIONAL INFORMATION. SEE DRAWING P-081202 FOR ADDITIONAL INFORMATION. PANEL LENGTH EAVE HEIGHT — DIM. "A" + PANEL RISE ;. F t1.ir,TrA irvd'y r m"'. .,? i 6f�r m � g a, €a,du! BASE REV. DATE:10/11/16 REV. No.on 0"-4" INSULATION AT OVERHEAD DOOR POST REV. DATE:10/18/17 REV NO-D1 4 1 2"-8" INSUL. AT OVERHEAD DOOR POST BUTLERIBDIIAENDWALLEISTARTERGHT EPANEL c:i'f&6dfi.�"ru .6vt, C — — / REV. OATE:08/16/17 REV. NO.00 — REV. DATE:09/02/20 REV. No.o, SHADOWALL PANEL JOINT ASSEMBLY e WCB024 ONE ,.SIDE ON MOD ONE SIDE OFF MOD SHADOWALL WCB025 ONE SIDE ON MOD - ONE SIDE OFF MOD - SHADOWALL WCB055 MITER CU 1 FOR SLOPES >1: 12 THRU 6:12 WCB082 SECTION A-A PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. IrCANSAS CITY, MO 64102 COVERING & TRIM SED'S (b) MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#: THE BUTLER MFG. ENGINEERS SEAL DOES p• NOT APPLY TO THE PERFORMANCE OR CUSTOMER: .�......... 23-026114 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' 0 DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S Pot#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 44 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:47 a division of BlueScope Buildings North America,Inc. UNPUNCHED PANELS FASTENER SCHEDULE FLA INSTALL FASTENERS 112"DOWN rFLA TOP MEMBER TO CLEAR STRUCTURAL HOLES NOTE: AT EAVE MEMBER,GIRTS AND THIC NESSN PANEL-TO-STRUCTURAL FASTENERS PANEL-TO-PANEL FASTENERS REFER TO DETAIL BASE ANGLE (.6#/CU.FT. PAINTED SCRUBOLTS PAINTED SELF-DRILLING SCREWS PAINTED SELF-DRILLING SCREWS WCB086 OR FASTENER PANEL TO STRUCTURAL OR LESS) (PUNCHED OR UNPUNCHED PANELS) (UNPUNCHED PANELS ONLY) (PUNCHED OR UNPUNCHED PANELS) I 1 /8" 1 1 /2"—6" SCHEDULE AND FASTENER V-0" O.C. 0" SB-7/8"T-45 TORX MPS-1 1/4"T-30 TORX SDS-3/4"T-30 TORX INSTALLATION NOTES (REPEAT AT EACH THRU SCRUBOLT MEDIUM SELF-DRILLING SCREW SHORT SELF-DRILLING SCREW I EAVE OR GABLE 4" 097361 097365 097364 STRUCTURAL CORRUGATION AT ALL STRUCTURALS) OVER 4" LSB-1 1/2"T-45 TORX MPS-1 1/4"T-30 TORX SDS-3/4"T-30 TORX I GIRT POUR STOP THRU LONG SCRUBOLT MEDIUM SELF-DRILLING SCREW SHORT SELF-DRILLING SCREW I I (FIELD CUT AS R EQ'D) 6" 097362 097365 097364 PANEL JOINT OVER 6" LSB-1 1/2"T-45 TORX SDS-3/4"T-30 TORX I 1 1 I I 1 piR� A f (SEE DETAIL VCB082 ) BASE ANGLE THRU LONG SCRUBOLT NOT RECOMMENDED SHORT SELF-DRILLING SCREW (SHOWN) 8" 097362 097364 1 FLOOR JOIST GIRT TIN OF E A (SEE DETAIL C6o84 ) SIDELAP FASTENER QUANTITIES R�CTIOL1 DISTANCE BETWEEN FASTENER QUANTITY IMPORTANT: I FLUSH TO I I I I 1I f WALL STRUCTURALS BETWEEN STRUCTURALS 3'-O"OR LESS 0 I MAXIMUM SPACING BETWEEN SIDELAP 1/4" (MAX.) .• \a�, �'•� ;' •• .w'a• .'�'' OVER 3'-0"THRU 6'-0" 1 FASTENERS IS 3'-0". I NOTE:SPACE SIDELAP \ \ r e OVER 6'-0" 2 I I FASTENERS EQUALLY \ OUT BETWEEN STRUCTURALS \ \ '• 4•'•4 FASTENER NOTES: `I (SEE SIDELAP FASTENER 1.HEADS OF FASTENERS ARE PAINTED TO MATCH WALL PANEL COLOR.THE FASTENER PART NUMBERS SHOWN IN 1'I I I II QUANTITIES CHART ON THE FASTENER SCHEDULE WILL BE FOLLOWED BY A THREE DIGIT COLOR SUFFIX CODE. I DETAIL CB086 ) • a. '• 2.PANEL-TO-STRUCTURAL FASTENERS ARE INSTALLED ON V-O"CENTERS AT EACH PANEL CORRUGATION. �. PANEL-TO-PANEL FASTENERS ARE INSTALLED AT EACH PANEL JOINT AND SPACED EVENLY BETWEEN I I ? 1 �•'..:I BASE ANGLE STRUCTURALS AS SHOWN IN SIDELAP FASTENER QUANTITIES CHART. MEZZANINE BEAM `'' ''' • OPTIONAL (SHOWN) • ., - BASE TRIM SHADOWALL 2" PUNCHED PANELS NOTCHED INSTALLATION NOTES: PANEL 1 1/2" UNPUNCHED PANELS (SHOWN) FOUNDATION JOIST SHOWN 1.SHADOWALL PANELS ARE AVAILABLE WITH OR WITHOUT PUNCiING.REFER TO PANEL IDENTIFICATION FOR PART MAY BE BEAM. POUR STOP OR MOVE BASE ANGLE AS SHOWN NUMBER AND PANEL USAGE. BLDG. WIDTH REQUIRED FOR DECK SUPPORT 2.WHEN USING UNPUNCHED PANELS,CHECK MODULARITY ON EVERY PANEL TO ASSURE PROPER COVERAGE AND FOR BASE CONDITION INSTALLATION, - '�' '• . ON DWG. P-081189 FIT UP OF TRIM AT ACCESSORIES. INTERIOR COLUMN OR LENGTH I F MEMBER NOT PRESENT SEE DWGS.P-081505,P-081513, 3.FOR CORRECT INSTALLATION OF SELF-DRILLING SCREWS FOR UNPUNCHED PANELS.A VARIABLE SPEED SCREW '' ( GIRT ALIGNMENT DETAIL P-081645 OR P-081649.SEE ,,,,� • ••.,. ; GUN WITH CAPABILITY OF 1600 TO 2500 RPM IS RECOMMENDED. SEE DRAWING P-081189). MISALIGNMENT ORDER SPECIFIC DRAWINGS FOR DETAILS - '` : : ^•'' ' ,..�.;:;. 4.REFERENCE SHADOWALL INDEX P-081180 FOR APPROPRIATE INSTALLATION DRAWINGS. (CORRECT ALIGNMENT) (AVOID THESE CONDITIONS) SEE PLAN FOR BASE TRIM ... 5 REFER TO UNS UNSIGHTLY BILPRIATE INSULATION LOW NG ON EXTERIOR SURFACEON WALLILS CN PAN=_LSRDERSPECIFIC DRAWINGS TO PREVENT BEAM CONNECTIONS (SEE DETAIL C6085 ) fiA (Z-GIRTS SHOWN, ALSO APPLICABLE FOR C-GIRTS) REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL INSTALLATION REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL ATTACHMENT AT BASE REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL GENERAL NOTES REV.DATE: 06/23/22 REV.NO. 00 WALL SECONDARY FRAMING ALIGNMENT DECK SUPPORT AT INTERIOR COLUMNS WCB083 PANEL TO STRUCTURAL WCB085 - LAP FOUNDATION SHOWN WCB086 FASTENER AND INSTALLATION WSR065 1 /8" 1 1 /2"-6" 511 LAP ( MIN POUR STOP (FIELD CUT AS REQ'D) 2 - 1 / 2 2 - 1 / 2 FLOOR JOIST FASTENER/WELD ' LOCATION 0 0 JOIST SHOWN MAY BE BEAM. POUR STOP REQUIRED FOR DECK SUPPORT IF MEMBER NOT PRESENT MEZZANINE BEAM SEE PLAN FOR INTERIOR COLUMN BEAM CONNECTIONS END LAP AT S JI JOIST DECK SUPPORT AT INTERIOR COLUMNS N - ,� . Loy 0 co �5S1Ca'N It iR (`l e of 8ra•"tfl's`It i $Arc.«t WW(.,n I A."a.f ens,.I .11 4'*11 r ro,?1g £ #7a6e I ffPm 1"q tv A y I`� 0 �° 11 l a i�� f1 t1 °�a. s1 l t 1 . °.t r`t a l> •€ems a I the abin #' hi i"&1d t Go 1fag`?rs1 rI, a fim'th I t F{ €W fryE} x�t t11'n . :.li:n> a1 F a:�d'.1! ` ' na"•1 1;�"1t1:.c ,<fl.$:".8 g a a. �p0 E Ea:3Aro•:E �'.1. 9�PJ. `�`' a PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING COVERING & TRIM SED'S C MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Cor JOB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p• 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York aUTL.ER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler ManufacturingADB / CBU NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE. 45 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:49 a division of BlueScope Buildings North America,Inc. "q Iz, % X 4 a irr r M, P.O.BOX 1254 !AMESPORTNY 11947 PHONE(631)779-2832 FAX(631)779-2833 Proposed Site Plan For: � W, Peconic -V g8' *--orts Water A4 Mg ANNANA/ N A A /0" /A,41 vl"/ 7190 jdg� i� 2`1 46770 Courity Road 48 7 , Southold, New 'York A 'A ml A/ "N. 'W-0 'AN/ .11161 -S5-S-9.1 S.C.T.M.#1000 0% k 21 AM/l/ OF 'z ai AM A "A N R/0 N A ' W 4 ............ g mw 'Ji, 51 % 0", JWWA 03 4*14 A -V 2 4 i/A ft va WON-am -4 em V Ark., Fir F-�IEF///m mommolimmmommor, MM moor IN FINIMIN",F1J/1o`1M N10 MIME1011 VMS. NCO inn" BUILDING CODE 5UNNARY BUILDING CODM; A FIRE ALARM SYSTEM AND DETECTION SYSTEM WIIJ- BE INSTALLED PER SECTION q01. NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE NA55AU COUNITT FIRE PREVENTION ORDINANCE BUILDING CODE- 2020 BUILDING CODE OF NEW YORK STATE, 2020 EXISTING BUILDING CODE OF NEW YORK STATE PLUMBING CODE� 2020 PWMBINci CODE OF NEW YORK STATE ELECTRICAL CODE. 2020 ELECTRICAL CODE OF NEW YORK STATE MECHANICAL CME: 2020 MEC14ANICAL CODE OF NEW YORK STATE MOST RESTRICTIVE USE 15 F-I AND 5-1 SEAL FIRE CODEt 2020 FIRE CODE OF NEW YORK STATE/2010 FUEL GAS CODE OF NEW YORK STATE SIZE OF DOOR (1010.1.1) - 321 MIN CLEAR ADA ACCE-551BILITY; ICC/AN51117.1-2009 ENERGY CODE- 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) - 200- WITHOUT SPRINKLER MAX. ARRANGEMENT OF EXIT DOORS OR EXIT ACCESS DOORWAYS (1016) - 1/3 LENGTH OF DIAGONAL MAXIMUM TRAVEL 015TANCE (10172) - OCCUPANCY #F-1, 5-1,5' - 2W w10 AUTOMATIC SPRINKLER 5Y5TEM 0 11;71 Ll Z woo F;P f*-I 19[4f-%I I$] CORRIDOR WIDTH (1020.2) - TYPICAL MINIMUM CORRIDOR WIDTH - 44, MIN. R`—'ARE F—OOT-A-G-E�9A05.0 I DEAD ENDS (1020.4) - DEAD END CORRIDORS SHALL NOT EXCEED V ION (502)- REQUIRED EXITS -2 EXITS RFDUIRED (4 EXITS PROVIDED) S.F. S.F. 0 ,5q7 S.F. (77.4) .. ..... -11;failL-a BRAMAN][ Wri -i 2ND FLOOR GROSS AR FA Copyright 2022.STROMSKI architecture,p.c.All rights reserved.TheAr en or any p eo. naut o alteration ofthese doc NUI 114111150111191?el fMrD#ff1&JW Wnents is a violation of the New York EIN15H REQUIREMENIS: State Education Law.These drawinpand specifications are an instr=ent of service and are the property of the Architect. 14EIGHT AND AREA: Z1141 These drawings and specifications are not to be used on any AS PER SECTION W3 AND TABLE W3.13 T14E FOL.UMING AREAS SHALL MEET T44E FINISH CLASSIFICATIONS. 1 other project,except by written pernuission ofthe Architect. SIELTION 503 GENERAL WEIC44T AND AREA LIMITATIONS ROOMS AND ENCLOSED SPACES SHALL 14AVE CLASS C FINISHE5 PROfFCT NO. 21-AR049 MAXIMUM ALLOWABLE AREA AS PER TABLE-. 50 CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS SHALL 14AVE CLASS 5 FIN1514ES F-I FACTORY NODERATE HAZARD - 15,5W (2-5TORY) TYPE 2B. NO SPRINKLERS. SCALE As or DATE 11/10/2022 B OFFICE USE- 23,000 S.F. (2 STORY) 65' ABOVE GRADE MAX ALLOWABLE 5-1 STORAGE -17,5W S.F. (2-5TORY) BUILDING 15 2 STORY, CANNOT EXCEED 2 STORY INTERIOR EXIT STAIRS AND EXIT PA55AGEWAYS 514ALL 14AVE A CLASS 5 FINISH. TITLE Pro' CLIMATIC AND APW[L DE5,IQN CRr 11A cc TRUCTURAL O-WR Information ICE SH SUBJECT TO DAMAGE FROM IELD BEARING WALL.5 EXTERIOR 0-HR UNDERLAYMENT a.*k61-1AffW1qI2 1481,01 MITE INTERIOR 0-MR NONBEARINGG WALLS AND PARTITIONS EXTERIOR o-HR NONBEARING WALL5 AND PARTITIONS INTERIOR 0-14R i N� FLDOR CON5TRUCTION PWMBING REQUIREMENTS BASED ON F-I FACTORY/ INDUSTRIAL USE (TABLE 2902.1) INCLUDINGG SUPPORTING BEAMS AND JOISTS O-WR I WATER CLOSET REQUIRED PER 100 OCCUPANTS ROOF CONSTRUCTION I LAVATORY REQUIRED PER 100 OCCUPANTS INCLUDING SUPPORTING BEAM5 AND J015TS 0-HR I SERVICE SINK REQUIRED I DRINKING FOUNTAIN REQUIRED PER 400 OCCUPANTS o v e r ............ 0"Wift-,-40--0,01 10-00--- ................................ ................-1111--111-1.............-1-11-11111-1-1111-111 .................... --1111111111-11-1- ................. ................ .................................... CODE INFORMATION KEY 04A I PIER 11 ACCESSIBILITY AS PER SECTION 1105 ACCESSIBLE ENTRANCES bOX OF PUBLIC ENTRANCES SNALL BE ACCESSIBLE AND f r„ti...... CONTINUOUS SMOKE BARRIER B ?y f n _. r�cxan�a�ran�au�n�a CONTINUOUS I FIOUR FIRE RA'TINS MAINTAINED AS SUCH. ,� �� _ '� ',�..� °� �...._..,.,,�_� . A"OMOOMWMNM®"I..r CONTINUOUS 7 NOUR FIRE RATINCx _.,. rchitecture, . . �r®.� DIRECTION OF EGRESS PAIN , x1< ACTUAL DOWSTAIR CAPAOITY ALLaIED DOOMAIR CAPAMY C�X PHONE 63I 779-2832 FAX 63I 779-2833 P.O.BOX I254 JAMESPORT,NY I I947 ROOM OCCUPANCY TYPE E-Mxxxx ROOM 51 = TOTAL ALIZWD OCCUPANTS —X PER OCCUPANT Li, ACMAL.OCCUPANCY LDAD C� NON SR'M.TMOLOUS OCCUPANCY QfIRE DfTINGUeaIM 6.1 FIG A IMSSIBM ROUTE 1 Proposed Site Plan For: A 8 C E F A B G E F ! : 1 1 20-0' 20-0 19-0 19-0 20-0 20'-0 19-0 19-0 11'-0' 1810, 15'-6' ' - --- - -- i Peconlc - ---------- --- ��_ Water ports ACC11 0__N\1\_' Auk I I I f f I I 1 ; / I I II ® 1 — - - - - I- - - - - - - - - --- - - - - +- - - - - - - - - - -- -- - - - --- - - - -------------------- ----------=---- ---- -- - --- --------------- 4.1 --- - - - - --------------------- -_-_____-__-___----___-__ _ __.__ _-_=-___- _=-___-__-____-___-_ --_ -- - - ' I 180 180 ! STORAGE I i i I 108 i i; j ! i STORAGE STORAGE �l ! N j , 201 j 46770 County Road 48 Southold, New York S.C.T.M.#I000-55-5-9.I 1 INDUSTRIAL ! I �,I • I ! I 4313_ 'I ' ' I j i I � REVISIONS I j =44 i I t) i I I I I I a 4-I2-2023 REVISED AS PER ! 100 j Ij ! I I j �^ O ARC COMMENTS I -L-------------------------------_----------- I - - - - - -- - --- - t - - - - - - - - - ------- - - -?-------------------------------------------- t-a-+I- - - ----- - ---- - - - - -++e- -- - - - - -- - - - - - - - - 4 O PLANNING COMMENTS ------------- ----- -------------- -- - - - 4 _- - - - - - - --- I 2023 REVISED , MR - j O PLANNING COMMENTS G U- PLANNING COMMENTS AS PER i ! 1 STORAGE I I I , I j I I j i o O PLANNING COMMENTS ! I 106 co O SET I WAREHOUSE STORAG� � I O 4-I2-24 LIGHTING UPDATE I I i i i i f I I j j I s 2,669-_6 ! I j n $ 4-24-24 FRAMING UPDATE 500 I � ! O NJ JI i ' ! ! ------ I I i I I Eil 11f1 ; I 3 — —- - - - - - - ------------------ - - - - -r- - - - - - - - -------------- _ - - - - - -— - - --- --- - - - - - --- - -------------•----— --- - - - - -- - - - - --- 3 I O MENS' ( ' W M.TRAVEL DISTANCE ,I ' I i I LADIES 104 I I O I i i t ; I L il� I it O III I I I I (I i I 103 O I I I ! I II 0 j ( OFFICE ` I " j MRRTCI�R �� 101 16 i 180 I , 105 BUSINESS OFFICE t i p N i i i i i to ' ! ® 1 056 STORAGE i SEAL i i I 24 150 -8 'I ! ? 200 360 I. I I ! ' (� l ARC i CONFERENCE I; INDUSTRIAL i j ; 102 1,557=16 ! j V TIBULE I `•� I 100 i i � I 100 I I o /�--- 2.1 2.1 -� �-- i 1 � II j _ _ _ _ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ --_- - - - �L- - - - - - - - -- -- - - - - - - - - - - - - - - - - _ 2 ------..— ------ --------------------------------------- I ---------------------------------------- - --- -- -- ---- ----- _ -- _------ ------- 2 2 -------------------- ,-T---------- -----------------------------�----_-_-_--- - - ---------.._.._._ ==--------------- ---------------=- -=--_-- -I — ---- -------- 2 'may a2916g 'OQ- SALES/ 5ERVIC i ; ! %� , I ! dF N 1.3 , 107 i I ! 360 9'-1 1/2, 9'-I� 1,�2' 9'-I 1/2, 9'-11 I I j I - } Copyright 2022.STROMSKI architecture,p.c.AA rights I ------------------------ -------� -----------------F 7------------------- - L'i__--- I reserved-'Ihe Architect reserves the right to reproduce this qI ! , _-------------------_--_----- --------____---t ----------------- {i 4 1 2 I I I design. its entirety or any portion thereof.Unauthorised --------------------------------T— - ----------------- -- - ---------- t property i '�- --� alterarion of these documrnu is a violation of the New York State Education Law.These drawings andspecifications are 14'-8' II'-8' an instrument of service and are theof the Architect I I ! I ! I I I ! I i tr These drawings and specifications are not to be used on any (; other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 SCAI,F As Noted DATE I I/IO/2022 DRAWN BY TLD/RS CHFCKFD BY RS I 1 i ! --- - - -- -- -- - - - -- - - - - -- - - - - - --- - - - - - --- -.—.__—_.—.--- --- - -'�- --- --- - - - ---- --- - -- - - - - - - - - - -------- - ------------ - - - - - - 1.1 ----------------------- ----------------------- 1 � --------- --------------------- -------- �-------- I.I I.I ------------- ��_- - - - - -- -- -- --- --- -------- - =_ -- - - --—------------�-- - -- -- ------------+- 1.1 TITLE } ► T 14'-11/2' j 9'-9' j E ess C 20'-0" 20'-0' 15'-0" j I ! 23'-0' ! 20'-0" 20'-0' 15'-0' j 23'-0' Plans A B C G.I D D.I D.2 F A B C D F SHEET 1 FIRST FLOOR, EXIT PLAN Scale. I/8' I'-0" SECOND FL WR EXIT PLAN Scale: 1/5' . 1'-0" A-0.1 Proposed - 6,926 SQ.FT. A-0.1 proposed - 2,5g7 S(J.FT. 0 10 ARCH . ABBREVIATIOS R. RISER -------__ RAD. RADIUS r— --' R.R. ROOF DRAIN I I -------- s ,.x & AND D.O. DOOR OPENING HR. HOUR REF. REFERENCE �j 1 o REFR. REFRIGERATOR i 1 -6 1 1 CI MIN -O MIN. i o #..........$.�� Q �.,, . ..... I I �. I I ~?L ANGLE DR. DOOR HGT. HEIGHT REINF REINFORCED . I I ,�.. .. . . (.._ " ��.... AT DWR. DRAWER HSS HOLLOW STEEL SECTION REQD REQUIRED 39"-41" i i i i arC"I"iatiµ' tt,Cd" , p.c. CL CENTERLINE DS. DOWNSPOUT I.D. INSIDE DIMENSION RESIL. RESILIENT TOP OF LAVATORY 36" MIN. I _______ i I I # POUND or NUMBER DWG. DRAWING I.G. INSULATING GLASS RET. RETAINING "�, REFLECTIVE PART " 54 MIN. �` P.O.BOX I254 JAMESPORT,NY II947 ACCES. ACCESSIBLE E. EAST INFO. INFORMATION RM. ROOM OF MIRROR BOTTOM 6" MAX. FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE ACT. ACOUSTICAL CEILING TILE EA. EACH INSUL INSULATION RND. ROUNDx 12" MAX. - 14" E.I.F.S. EXT. INSUL & FINISH SYSTEM TNT. INTERIOR 24" MIN. PHONE, 63I 779-2832 FAX(G3I)779-2833 R.O. ROUGH OPENING " - 12" ADJ. ADJUSTABLE �, 42 MIN' MIN. A.F.F. ABOVE FINISH FLOOR E.J. EXPANSION JOINT JAN. JANITOR R.T.U. HVAC UNIT r--"'------ -_l I 1 r-------------i AL. ALUMINUM EL. ELEVATION JT. JOINT RWC RAINWATER CONDUCTOR C -- APPROX. APPROXIMATE ELEC. ELECTRICAL S. SQUTH _ I 1 1 ARCH. ARCHITECTURAL EMER. EMERGENCY KIT. KITCHEN S.C. SOLID CORE Z 2 b I " —� � Z <�.-,PAP HOLDER �. 2 -0 i i 2,_0„ i zl P ALT ENCL. ENCLOSURE SCHED. SCHEDULED Z X , 7"_g" -I 1 MIN. I I MIN. ASPH. ASH L. LENGTH EQUAL SECT. SECTION - Q - a, TRANSFER 7 SIDE I 1 I BBB BED BATH & BEY014D EQ. Q LAM. LAMINATE rn ------ EQPT. EQUIPMENT SF STOREFRONT N ,� "' B.C. BACK OF CURB LAV. LAVATORY �-- LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE BD. BOARD E.S.L. EIFS SCORE LINE LT. LIGHT SHT. SHEET N BITUM. BITUMINOUS E.W.C. ELECTRIC WATER COOLER SIM. SIMILAR °' n 1. BLDG. BUILDING EXP. EXPANSION MAX. MASONRY SAWCUT JOINT 1 BILK. BLOCK EXPO. EXPOSED MAX. MAXIMUM S.J.SPEC. SPECIFICATION I BM. BEAM EXST. EXISTING MECH. MECHANICAL SPECD. SPECIFIED (SECTION) 417" TO 25 KNEE TOE WATER i� WATER URINAL B.O. BOTTOM OF EXT. EXTERIOR MED. MEDIUM S.ST. STAINLESS STEEL CLEARANCE CLOSET � CLOSET i ; 4'-6" I BRG. BEARING FABR. FABRICATOR/ FABRICATED MEMB. MEMBRANE STD. STANDARD I 1 ________ BTWN. BETWEEN F.C. FURRING CHANNEL MET. METAL STL STEEL LAVATORY SIDE WALL ELEVATION REAR WALL ELEVATION I I " Proposed Site Plan For: BUR BUILT-UP ROOFING F.D. FLOOR DRAIN MFR. MANUFACTURER STOR. STORAGE FDN. FOUNDATION MIN. MINIMUM i 3 -0 1 CAB. CABINET STRUC. STRUCTURAL I MIN. I I I � I I I I . CEM. CEMENT F.E. FIRE EXTINGUISHER MISC. MISCELLANEOUS SUSP. SUSPENDED ------- ------- F.E.C. FIRE EXTINGUISHER CABINET M.O. MASONRY OPENING T.C. TOP OF CURB PeCc►111c CER. CERAMIC FIN. FINISH M.R. MOISTURE RESISTANT HINGE APPROACH, PULL SIDE HINGE AP ROACH, PUS SIH DE C.F. COLD FORMED MED. MOUNTED EEL. TELEPHONE C.G. CORNER GUARD FIXT. FIXTURE T&G TONGUE AND GROOVE Water Sports FL. FLOOR MTG. MOUNTING T.G. TEMPERED GLASS C.I. CAST IRON -REFER TO SPEC FOR MODEL #'S FLASH. FLASHING N. NORTH THK. THICK C.J. CONTROL JOINT FLUOR. FLUORESCENT N.I.C. NOT IN CONTRACT THR. THRESHOLD i CLG. CEILING CLKG. CAULKING F.O.(XX) FACE OF (XX) NO. NUMBER T.I.G. TEMPERED INSULATING GLASS �-- CLR. CLEAR F.O.C. FACE OF CONCRETE NOM. NOMINAL T.O. TOP OF o SCALE: I/�I = I'-OA CMU CONCRETE MASONRY UNIT F.O.F. FACE OF FINISH N.T.S. NOT TO SCALE T.P. TOP OF PAVEMENT CNTR. COUNTER F.O.M. FACE OF MASONRY O.A. OVERALL iO 23 3/16 TS TUBE STEEL LO 0) � k C.O. CASED OPENING F.O.S. FACE OF STUDS OBS. OBSCURE TV TELEVISION - J COL. COLUMN F.R.T. FIRE-RETARDANT TREATED O.C. ON CENTER T.W. TOP OF WALL M M n oF_: CONC. CONCRETE FT. FOOT OR FEET O.D. OUTSIDE DIMENSION TYP. TYPICAL ,�� m CONN. CONNECTION FTG. FOOTING OPNG. OPENING CONST. CONSTRUCTION F.T.G. FINE TABLETOPS & GIFTWARE Opp. OPPOSITE UHF. UNFINISHED `- 46770 County Road FURR. FURRING U.G. UNDERGROUND Southold, 48 New York CONT. CONTINUOUS O.H. OVERHANG U.N.O. UNLESS NOTED OTHERWISE CORR. CORRIDOR GA. GAUGE PL. PLATE UR. URINAL PAPER GRAB SIGN CHANGING ELECTRIC DRINKING S.C.T.M. I000-55-5-9.I C.P.I. CAROLINA PRODUCTS INC GALV. GALVANIZED P.LAM. PLASTIC LAMINATE C.T. CERAMIC TILE GL GLASS PLAS. PLASTER VCT VINYL COMPOSITION TILE HOLDER BAR STATION FOUNTAIN CTR. CENTER GR. GRADE PLMB. PLUMBING VERT. VERTICAL REVISIONS VEST VESTIBULE CTSK. COUNTERSUNK GYP. GYPSUM PLYWD. PLYWOOD . O 4-I2-2023 REVISED AS PER V.I.F. VERIFY IN FIELD NOTES: I C COMMENTS D DEPTH GYP.BD. GYPSUM WALLBOARD P.O.C. POINT OF CONNECTION V.T.R. VENT THRU ROOF O PLANNING COMMENTS DBL. DOUBLE PR. PAIR THESE PLANS ARE DESIGNED TO MEET OF EXCEED THE REQUIREMENTS OR THE ICC / ANSI 2009. _ HAC HEATING AND COOLING PRCST. PRE-CAST VWC VINYL WALL COVERING INSTALL SIGNAGE DESIGNATING "MEN" & "WOMEN" RESTROOMS, LETTERS SHALL BE 2" HIGH, RAISED O PLANNING COMMENTS D.B.R. DELUXE BRIDAL REGISTRY H.B. HOSE BIBS W. WEST PRTN. PART111ON DEPT. DEPARTMENT � 1/32" UPPER CASE BRAILLE MOUNT SIGNAGE 60" A.F.F. TO CENTERLINE OF SIGN AND MAX. 8" FROM 4' PLANNING COMMENTS H.B.C. HEALTH & BEAUTY CARE W/ WITH DOOR JAMB ON WALL ADJACENT TO LATCH SIDE OF DOOR. FINISH SHALL BE MATTE WITH WHITE D.F. DRINKING FOUNTAIN' PR.TR. PRESSURE TREATED m.- -__.. ..-..._.,__...._..,...,...,.,.,-,.,,,m,...,m._ ...,...,.,,- __. _..__.,_._._.. .._ __.T........._.-_._..__..__....__..,,.� ___ _ _ DET. DETAIL H.C. HOLLOW CORE P.S.F.F. PREFAB. STRUC. STT-. FABR. WD WOOD SCALE: NOT TO SCALE CHARACTERS ON BLACK BACKGROUND. O PLANNING COMMENTS H.D. HEAVY DUTY WDT. WIDTH DIA. DIAMETER HDWD HARDWOOD PT. POINT W/O WITHOUT SIGNAGE TO COMPLY W/ CHAPTER 7. COMMUNICATION ELEMENTS AND FEATURES 2009 ICC/ANSI A117.1 "O DIM. DIMENSION PTD. PAINTED PROVIDE CONCEALED BLOCKING AT ALL ACCESSORIES AND WALL MOUNTED PLUMBING FIXTURES AS O 4-I2-24 LIGHTING UPDATE DISP. DISPENSER HDWE HARDWARE WP WATERPROOF H.M. HOLLOW METAL Q.T. QUARRY TILE WSCT. WAINSCOT REQUIRED BY MFR.. DN. DOWN HORIZ. HORIZONTAL QTR. QUARTER WT. WEIGHT 8 4-24-24 FRAMING UPDATE 05-07- BU ILDING L I ©COMMENTS '1O O �O MATERIAL DESIGNATIONS SYM OLS LE E D O N 10 QA INTERIOR ELEVATION TAG ROOM NAME ROOM TAG O \ EARTH WOOD, ROUGH WE XXX O 5 N ACCESSIBILITY NOTES: NORTH ARROW 7 GRAVEL, POROUS FILL INSULATION, BAIT BUILDING ELEVATION TAG SEAL X 1. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3'-0" WIDE X BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" ARC'Si XXX BUILDING ELEVATION MARK BREAK LINE 2. EDGE THRESHOLD TO BE A MAX. 1/2" ABOVE ADJACENT FINISH FLOOR. ��`� srRa�� C, T EL= XX'-X" a 4. CONCRETE INSULATION, RIGID O KEY NOTE TAG 3. PROVIDE LEVER TYPE HARDWARE PANIC BARS. PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE QaA DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. XX BUILDING/WALL 4. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR UNOBSTRUCTED OPENINGS. XXX SECTION MARK 5. LOCATE WATER CLOSET 18" FROM WALL TO CENTER LINE OF WATER CLOSET. OF NE BRICK GYP. WALL BOARD, CAST STONE, Ax REVISION NUMBER SELF CLOSING VALVES TO REMAIN OPEN FOR MINIMUM OF 10 SECONDS. PLASTER, GROUT, CEMENT, MORTAR 6. SELF-CLOSING FAUCET CONTROLS VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. Copyright 2022.STROl architecture,p.c.All rights XX COLUMN GRID BUBBLE 7. PROVIDE 1-1/2" GRAB BARS AT 33" ABOVE FINISH FLOOR AT REAR AND SIDE OF WATER CLOSET GRAB desig in tt�tireArctyeo reserves n h�to reproduce i�d BAR AT SIDE TO BE 42" LONG AND EXTEND W FROM BACK OF TOILET. GRAB BARS TO BE 36" LONG AT yP XXX alteration of these donunents is a violation of the New York a State Education Law.These drawings and specifications are �____►,� BACK WITH 1-1/2 CLEAR FROM GRAB BAR FASTENERS AND MOUNTING SUPPORTS TO WITHSTAND A MIN. an instrument of service and are the property of the Architect CONCRETEMASONRY �► These drawings and specifications are not to be used on any CERAMIC OR QUARRY TILE 250 LBS. PER FOOT IN BENDING, SHEAR STRESS AND SHEAR FORCE. other project,except by written permission of the Architect //zUNITS (BLOCK) � M DETAIL TAG 108. WATER CLOSET SHALL HAVE A SEAT HEIGHT OF 17' TO 19" ABOVE FINISH FLOOR FLUSH VALVES PROJrCT NO. 2I-AR049 0 TO HAVE MAX. 5LBS. OPERATING FORCE. WINDOW TAG 9. PROVIDE 30"x48' CLEAR SPACE IN FRONT OF LAVATORY AND 29' CLEAR FROM FLOOR TO SCALE As Noted DATEIIII0�2022 BOTTOM APRON FOR KNEE SPACE. DRAWN BY MP/RS CIIECxFD BY RS WOOD, FIN'SH METAL LATH & PLASTER XXX PARTITION TYPE & RATING OXXXX DOOR TAG 10. PROVIDE A CLEARANCE 27" HIGH x 8" DEEP BEHIND FRONT OF LAVATORY AND A TOE CLEARANCE OF TITLE 9" FROM THE FLOOR AND 17" DEEP FROM THE FRONT OF THE LAVATORY. 11. INSULATE HOT WATER PIPES, DRAIN PIPES AND INSTA-HOT WATER HEATER AT ALL LAVATORIES. Project Notes, METAL (LARGE SCALE) - - - - TERRAllO P-X PU MM FIXTURE TAG 12 FAU A CET CONTROL SHALL OR TWISTING. AE OPERABLE HAVE MAX.WITH E HAND AND SHA OPERATING NO REQUIRE GRASPING, Abbreviations, and - - REVISION CLOUD 0 1EMF'EFED rsLASS 13. LOCATE TOWEL DISPENSER OPERABLE PARTS WITHIN 40" OF FLOOR. ADA Guidelines 14. LOCATE TISSUE DISPENSERS ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT AND 19" ABOVE FINISH FLOOR PLYWOOD CARPET & PAD 15. ALL DIMENSIONS ARE AKEN FROM FINISHED FACE OF WALL 16. ALL WORK, SERVICE, AND SALES COUNTERS SHALL COMPLY WITH SECTIONS 902 AND 904 OF ICC/ANSI. SHEET 0 .10 __ STONE EXTERIOR INSULATION FINISH SYSTEM (EIFS) _ . . _ . . _ . . _ . . _ GENERAL NOTES GENERAL NOTES GENERAL NOTES CONSRTUCTION NOTES REFLECTED CEILIING NOTES POWER& COMMUNICATION NOTES MILLWORK NOTES FINISH NOTES r' ,,', r' 1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL 35. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 53. THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE 1. FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN 1. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES AND 1. SEE ENGINEER'S DRAWING FOR ALL CIRCUITING AND RELATED 1. ALL ITEMS OF MILLWORK INDICATED ON THE DRAWINGS 1. SAMPLES OF ALL FINISHES SPECIFIED SHALL BE SUBMITTED I , ""' ; AND LOCAL MUNICIPAL BUILDING CODES, AS WELL AS MAINTAINING THE CLEANLINESS OF THE WORK AREA AND DRAWINGS AND SPECIFICATIONS REGARDING THE LOCATIONS THE FIELD BY THE ARCHITECT OR OWNERS FEPRESENTATiVE GENERAL INFORMATION. WORK. AND/OR SPECIFICATIONS SHALL BE PERFORMED BY SKILLED TO THE ARCHITECT FOR APPROVAL, IN TRIPLICATE, PRIOR TO ', ' AND EXTENT OF BLOCKING OR GROUND AS WELL AS ANY ANY AND ALL REGULATORY AGENCIES, INCLUDING, BUT THE AREAS INVOLVED N THE DELIVERY OF THEIR MATERIALS. S, PRIOR TO COMMENCEMENT OF AN WORK. MECHANICS USING THE BEST TECHNIQUES KNOWN TO THE COMMENCEMENT OF THE WORK CARPET, WALL COVERING, _. ,?a`° A .`'° ," NOT LIMITED TO, ANSI, OSHA, ETC. GENERAL NOTES STRUCTURAL STEEL OR METAL ANGLES AS MAY BE 2, IF APPLICABLE, CONTRACTOR SHALL INSTALL LOCALLY 2. IF APPLICABLE, THE CONTRACTOR SHALL INSTALL LOCALLY TRADE AND IN CONFORMANCE WITH ALL TRADE STANDARDS, AND WOOD FINISH SAMPLES TO BE A MIN. 12' X 12'. PAINT -"�� SHALL APPLY TO ALL DRAWINGS. 36. GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REQUIRED INSIDE WALLS FOR THE PURPOSES OF 2 THE GENERAL CONTRACTOR SHALL LAYOUT FARTiTIONS APPROVED FIXTURES AND DEVICES ONLY. APPROVED FIXTURES ONLY. SPECIFICALLY THE 'PREMIUM GRADE" QUALITY STANDARDS SAMPLES FOR GYPSUM BOARD SURFACES TO BE PROVIDED REMOVE FROM THE PREMISES ALL WASTE MATERIALS, SUPPORTING MILLWORK. THE GENERAL CONTRACTOR SHALL STARTING FROM CONDITIONS WHERE ALIGNMENT WITH AND THE GUIDEUNES FOR "HIGH PRESSURE LAMINATE" OF ON 12" X 12" PIECES OF GYPSUM BOARD. 2. THE TERMS 'CONSTRUCTION CONTRACTOR" "GENERAL RUBBISH, WRAPPINGS, AND SELVAGES AS GENERATED BY ENSURE THAT THE COSTS OF SUCH BLOCKING, GROUNDS, EXISTING CONSTRUCTIONS IS SHOWN. 3. SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE 3. ELECTRICAL CONTRACTOR SHALL DISCONNECT, CONNECT, THE ARCHITECTURAL WOODWORK INSTITUTE. CONTRACTOR, G.C., CONSTRUCTION MANAGER/ THE CONSTRUCTION, DEMOLITION AND/OR THE DELIVERY AND AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE CIRCUITING, EMERGENCY LIGHTING AND EXIT LIGHTING, SMOKE AND PROVIDE NECESSARY ELECTRIC RUNS IN ORDER TO 2 ALL WALLS SHALL BE PROPERLY �I ,- ," L/ INSTALLATION OF ANY PRODUCTS, MATERIALS, OR CARPENTRY OR ARCHITECTURAL METALS SUBCONTRACTORS' 3. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT, DETECTORS, STROBE LIGHTING, ALARM SPEAKERS, SWITCHING CONFORM WITH NEW PLAN. MANAGEMENT' AND 'CONTRACTOR" SHALL BE 2. MILLWORK SUBCONTRACTOR TO SUBMIT (4) SETS OF SHOP PREPARED (SPACKLED, SANDED, ETC.) FOR PAINTING _,..,. I_ 1....,.:., ] '�Z I..,.,.- � ,,.",." UNDERSTOOD TO BE THE SAME UNLESS SPECIFICALLY EQUIPMENT WHICH IS PART OF THEIR CONTRACT OR SCOPE OF WORK. SHALL BE FIRE RESISTANT MATERIAL IN ACCORDANCE WITH AND RELATED WORK. LIGHT SWITCHES AND DIMMERS AS DRAWINGS PLUS (3) SAMPLES OF ALL WOW VENEERS TO AND/OR WALL COVERING AS PER FINISH PLAN AND VEILED OTHERWISE. SUPPLIED BY THE OWNER AND INSTALLED BY THE ALL APPLICABLE CODES. INDICATED ON THE ARCHITECT'S PLANS ARE FOR LOCATION 4, SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR THE ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL PRIOR MANUFACTURER'S SPECIFICATIONS e3FKr('TI K:K1IC 'r [ ' ' CONTRACTOR. 54. BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE ONLY. CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE MOUNTED OUTLETS SHALL BE INSTALLED BY COMPETENT 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL JOB SHALL HAVE ACCESS TO THE DEMISED PREMISES AT ALL 4. WHERE A PARTITION MEETS THE WINDOW MULLION, PROVIDE WATTAGE (MAX.) AND PROVIDE PROPER NUMBER OF MECHANICS IN A FIRST CLASS MANNER. TO FABRICATION OF ANY WORK. CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO 37. GENERAL CONTRACTOR IS RESPONSIBLE TO THOROUGHLY TIMES, AND TO THE FACTORY OR SHOP OF ANY OF THE A CONTINUOUS COMPRESSIBLE FiLLER STRIP.A SWITCHES AT THAT LOCATION TO THE CIRCUITING OF THOSE 3. ALL PAINTS SHALL BE APPLIED S ACCORDANCE WITH CONSTRUCTION, AND AS ANTICIPATED OR INFERRED VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL SUBCONTRACTORS. SOUNDPROOFING FILER PANEL SHALL BE USED INSIDE THE 5. EXCEPT AS NOTED, ALL ELECTRICAL AND VOICE/DATA WALL 3 MILLWORK SUBCONTRACTOR I RESPONSIBLE FOR MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR ITEMS. COORDINATING AND SCHEDULING THEIR WORK WITH THE SURFACE P.O.BOX 1254 JAMESPORT,NY LI947 PRIOR TO PRICING OR BIDDING. FLOORING, MILLWORK, ETC, AND UNCOVER AND VACUUM OUT METAL CONVECTOR ENCLOSURE TO PREVENT SOUND OUTLETS ARE TO BE MOUNTED AT 15' A.F.F. TO THE GENERAL CONTRACTOR. PxorlE 63I 779-2832 FAX 63I 779-2833 ALL CONVECTOR UNITS AFTER THE INSTALLATION IS 55. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE TRANSMISSION. 4. SEE ENGINEER'S DRAWINGS FOR ALL CEILING DIFFUSERS, BOTTOM OF THE OUTLETS. REFER TO ELECTRICAL PLAN FOR 4. STROMSKI architecture, p.c., HEREINAFTER REFERRED TO COMPLETED, AND MAINTAIN CONDITION THROUGH THE REMOVED UPQN DEMAND AND WORK SHALL BE DUCTWORK LAYOUTS, TRANSFER DUCTS, FUSIBLE LINKS, ADDITIONAL INFORMATION. 4. ALL SURFACES WHICH ARE TO BE PAINTED SHALL RECEIVE TENANT'S MOVE IN. THE ENTIRE POST-CONSTRUCTION SITE RECONSTRUCTED AS APPROVED BY THE ARCHITECT OR THE 5. ALL METAL TRIMS ON GYPSUM BOARD PAR1TIONS SHALL BE 4. MILLWORK SUBCONTRACTOR SHOULD INSPECT THE (1) COAT OF PRIMER AND (2) COATS OF FINISH PAINT. (3) AS 'ARCHITECT", SHALL BE NOTIFIED OF ANY � RETURN AIR GRILLS AND DAMPERS, ETC. ARCHITECT'S ALIGNMENT OF ALL GYPSUM BOARD CONSTRUCTION AND COATS TOTAL NOTE THAT BOTH CONTRACTOR AND ITS DISCREPANCIES OR OMISSIONS WHICH WOULD IS TO BE DUST FREE AND ALL STAINS REMOVED FROM ANY OWNER AT THE CONTRACTORS SOLE EXPENSE TYPE #200 SERIES AS MANUFACTURED BY US. GYPSUM OR DRAWINGS INDICATE DIFFUSERS FOR LOCATION ONLY. WHERE 6. IF OUTLET DIMENSION CALLS FOR MORE THAN 24 A.F.F. SHOULD NOTIFY THE ARCHITECT OF ANY CONDITION THAT PAINTING SUBCONTRACTOR TO INCLUDE IN SCOPE OF WORK INTERFERE WITH THE SATISFACTORY COMPLETION OF FLOORING, WAU.S AND/OR COUNGS. EQUIVALENT. DISCREPANCIES OCCUR BETWEEN ENGINEERING AND OUTLETS (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) WOULD PREVENT THEM FROM COMPLETING THEIR WORK. PAINT TOUCH UP DUE TO ANY DAMAGE DONE DURING THE WORK, PRIOR TO THE START OF ANY AND ALL 56. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING ARCHITECTURAL DRAWINGS REGARDING LOCATIONS, SHALL BE MOUNTED HORIZONTALLY. WORK, 38. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT, AS WIT THE BUILDING MANAGEMENT THE USED OF ELEVATORS B. ALL GYPSUM BOARD PARTITIONS SHALL BE PROPERLY ENGINEERING DRAWINGS SHALL GOVERN. 5. ALL MILLWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE SUBCONTCONSTRURACTOR BUT W41CHTION AS CAUSED BY NO MIGHTFAULT OF THE HAVE BEEN CAUSENING D BY REQUIRED, ALL TENANT OCCUPIED AREAS WHERE FINISH OR OTHER HOISTING FACILITIES FOR HANDLING MATERIALS. 7. CENTERUNE-TO-CENTERLINE DIMENSIONS OF ANY OUTLET FROM MACHINE OR TOOL MARKS, ABRASIONS OR RAISED OTHER TRADES, INCLUDING BUT NOT LIMITED TO 5. THE CONTRACTOR SHALL HAVE HAD EXPERIENCE ON WORK OR GENERAL CONSTRUCTION IS TO BE PERFORMED. 7. GYPSUM BOARD AT TOILETS, AROUND PANTRY SINK AND 5. HVAC SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP PAIR SHALL NOT EXCEED 6'. GRAIN ON EXPOSED SURFACES. JOINTS SHALL BE TIGHT AND AT LAST THREE PROJECTS INVOLVING QUALITIES AND GENERAL CONTRACTOR TO INSTALL ADEQUATE PROTECTION 57. A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS OTHER WET AREAS TO BE WATER-RESISTANT TYPE, EITHER CONSTRUCTION TRADES, VOICE/DATA AND SECURITY DRAWNG INDICATING ALL DIFFUSER LOCATIONS AND SO FORMED AS TO CONCEAL SHRINKAGE MITERS OR MORE COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED OF BUILDING PAPER, MASONlTE, OR OTHER APPROVED SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY THE THICK WATER RESISTANT GREEN BOARD OR APPROVED CONTRACTOR AND INCLUDING FURNITURE INSTALLERS AND DUCTWORK LAYOUTS TO ARCHITECTS OFFICE FOR REVIEW 8. ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE FROM HEEL_ TO POINT MALL BE GLUED 4 AND FEATHEREI), MOVERS. CONTRACTOR AND PAINTING SUBCONiT2AC1O2 lO UNDER ALL DIVISIONS DETAILED IN THESE DRAWINGS. MATERIAL ON ALL FINISHED SURFACES AS DIRECTED BY THE ARCHITECT AND AUTHORITIES HAVING JURISDICTION OVER EQUAL AND APPROVAL PRIOR TO FABRICATION OF ANY WORK. STAGGERED. ARCHITECT PRIOR TO THE OWNER'S MOVING DATE, AND THE PROJECT. LOCKED, SPUN A AND DOWELED. TENONS AND DOWELS INCLUDE PAINT TOUCH UP CLUSI THEIR SCOPE OF WORK 6. ALL CONSTRUCTION LABORERS PERFORMING UNDER SHALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING 6. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHALL T OF HARDWOOD AND SPACED NOT LESS THAN 3" WITHOUT EXCEPTION OR EXCLUSION FROM BIDS. THIS WORK SHALL BE SKILLED WORKERS WITHIN THEIR 58. ALL REQUISITIONS FOR PAYMENT FROM THE CONTRACTOR AND SPACKLING [(3) COATS MINIMUM] ON ALL GYPSUM DRAWING TO ARCHITECTS OFFICE FOR REVIEW AND WORK NECESSARY TO COMPLETE CORE DRILLING AND ON CRITTER. TINTS SHALL BE MADE WITH RESPECTIVE TRADES. 39. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TO THE OWNER SHALL BE SUBMITTED TO THE ARCHITECT BOARD, AS WNELL AS PATCHING AND REPAIRING ALL WALLS, APPROVAL OF ALL SPRINKLER HAD LOCATIONS PRIOR TO ELECTRICAL HOOKUP, PATCHING, ETC., INCLUDING ALL WORK WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE 5. ALL WALLS, GYPSUM BOARD CEILINGS,A L AND SOFFITS TO BE COSTS INCURRED FOR DAMAGES CAUSED BY THEIR FOR PRIOR APPROVAL CEILINGS, AND COLUMNS TO REMAIN AS EXISTING. FABRICATION OF ANY WORK. IN LANDLORD'S OR OTHER TENANT'S SPACE, ALL CORE SH DIN AS WORK SHALL A FULLY ASSEMBLED IN THE PAINTED PAINT BE PAINTED WITH A LATEX BASE EGGSHELL 7. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SUBCONTRACTORS. SHOP IN AS LARGE A UNIT AS PRACTICAL, THEN DELIVERED FINISH PAINT UNLESS ES, AND NOTED. ALL DOORS, DOOR SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED 59. SUBSTITUTIONS FOR MATERIALS, METHOD AND/OR SEQUENCE 9. G.C. AND ALL SUBCONTRACTORS TO PROVIDE ACCESS APPROVE SHALL BE ACCOMPLISHED DURING STATED BUILDING AND INSTALLED. FRAMES, PAINT FRAMES, AND CONVECTOR ENCLOSURES / � 7. GENERAL CONTRACTOR SHALL PROVIDE A COMPOSITE APPROVED WORKING HOURS. CONTRACTOR SHALL VERIFY SHALL BE PAINTED WITH AN ALKYD BASE SEMIGLOSS FINISH FULLY UNDERSTOOD IN ALL RESPECTS BY THE 40. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF OF CONSTRUCTION SHALL BE REVIEWED WITH THE DOORS FOR ALL PLUMBING, ELECTRICAL, HVAC, ETC. AS CEILING PLAN AND NECESSARY SHOP DRAWINGS AND CONFORM TO THOSE HOURS WHEN WORK IS REQUIRED. 6. SCREW AND GLUE ALL JOINTS AND CONNECTIONS. NO PAINT UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR, AND THEY WILL BE THE LOCAL ZONING CODES, NATIONAL ELECTRIC CODE, ARCHITECT,TENANT AND OWNER PRIOR TO AWARDING OF REQUIRED TO ACCESS EQUIPMENT OR CONTROLS. LOCATIONS COORDINATING ALL TRADES, SHOWING THE LOCATION OF NAILING PERMITTED. RESPONSIBLE FOR ANY MISINTERPRETATIONS OR N.F.P.A. RECOMMENDATIONS, OSHA, A.D.A. AND ALL OTHER THE CONTRACT AND ALL SUCH SUBSTITUTIONS MUST TO BE APPROVED BY THE ARCHITECT. SUSPENSION MEMBERS, LIGHT FIXTURES, EMERGENCY AND 10. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED CONSEQUENCES THEREOF FOR ALL WORK ON ALL APPLICABLE CODES; RULES AND REGULATIONS ALL IN THEIR RECEIVE WRITTEN APPROVAL FROM THE ARCHITECT/OWNER fi. ALL DOORS AND FRAMES TO BE PAINTED THE SAME COLOR a EXIT LIGHTING, HVAC DUCTS, DRAPERY POCKETS, FIRE VOICE/DATA OR ELECTRICAL OUTLETS FOR ANY REASON, 7. WOODWORK CONTRACTOR SHALL USE ONLY FIRE-RETARDANT AND TYPE OF PAINT ON BOTH SIDES, UNLESS OTHERWISE H DRAWINGS. LATEST EDITION OF ALL AUTHORITIES HAVING JURISDICTION AND/OR TENANT. 10. ALL DOORS TO BE UNDERCUT TO 4G" DAMPERS, ACCESS DOORS, SPRINKLERS AND PIPES, FASCIAS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S FIELD WOOD U.O.N. NOTED. OVER WORK OF THIS TYPE, INCLUDING THE RULES AND A.F.F. UNLESS OTHERWISE NOTED. SOFFITS AND ALL OTHER ITEMS PENETRATING OR ATTACHED REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION 8. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE REGULATIONS OF THE BUILDING MANAGEMENT. 60. THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO TO THE CEILING. PRIOR TO THE START OF ANY WORK. 8. ALL HIGH-PRESSURE PLASTIC LAMINATE WORK SHALL BE 7. ALL WALLS, CEILINGS, SOFFITS AND SURFACES WHICH HAVE THEMSELVES WITH THE GENERAL NOTES AND - LET OTHER CONTRACTORS WORK ON THE PROJECT. THE 11. ALL DOORS SHALL HAVE DOOR STOPS SOLID, IN ONE PIECE AND WITHOUT SPLICE JOINTS EXCEPT BEEN PAINTED WITH AN EGGSHELL FINISH AND MUST BE I SPECIFICATIONS DRAWING AND DETERMINE WHICH 41. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR B. ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE WHERE PROHIBITED BY THE MAXIMUM AVAILABLE SiZE OF TOUCHED UP AS A PUNCH LIST ITEM SHALL BE REPAINTED NOTES APPLY DIRECTLY TO THEIR RESPONSIBILITY. OWNER'S REVIEW PRIOR TO AWARDING OF CONTRACT. THE COORDINATION OF SUCH WORK AND ESTABLISHING MOUNTED TYPE, UNLESS OTHERWISE NOTED. PRIOR TO INSTALLATIONS, AND THEIR LOCATIONS TO BE INSTALLATION AND HOOKUP OF ALL ELECTRIFIED RACEWAYS THE MANUFACTURED PLASTIC LAMINATE MATERIALS) AND ENTIRELY BETWEEN THE (2) CLOSEST BREAK POINTS. EACH SUB-TRADE WALL BE RESPONSIBLE FOR GENERAL CONTRACTOR MUST SUBMIT A LIST OF THEIR SCHEDULES FOR ALL TRADES; THEY SHALL AFFORD OTHER APPROVED BY THE ARCHITECT. THROUGH THE SYSTEMS FURNITURE AS SPECIFIED. IT WILL SHALL BE BONDED TO THE CORE STOCK USING THE 'HOT Proposed Site Plan Igor. REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING PROPOSED SUBCONTRACTORS WITH THE SUBMISSION O F CONTRACTORS REASONABLE OPPORTUNITY FOR THE 12. ALL LOCK SETS SHALL BE MASTER KEYED AS REQUIRED BY THEIR WORK AS APPLICABLE. ALL WORK INDICATED OR THIS BID AS WELL AS EVIDENCE THAT THOSE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND THE THE BUILDING MANAGEMENT. SEE DOOR 9. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS BE THE GENERAL CONTRACTORS RESPONS3BIUTY TO PLATE' PRESS METHOD. ALL EDGES AND EXPOSED CORNERS 8. FLOORS MUST BE FREE OF DUST OIL AND ALL FOREIGN I INFERRED ON THE DRAWINGS WILL BE ACCOUNTED AND SUBCONTRACTORS REQUEST TO BE AFFORDED THE �{ FAMILIARIZE THEMSELVES WITH THE SYSTEMS FURNITURE TO BE FINELY JOINED; UNSIGHTLY JOINTS, NICKS, MATTER. BUILDING MUST BE PREHEATED TO A MINIMUM OF 9 EXECUTION OF THEIR WORK. SCHEDULE kRDWARE SCHEDULE FOR INFORMATION. MAINTAIN CEILING HEIGHT THROUGHOUT NOTIFY ARCHITECT T INCLUDED IN ALL CONTRACTORS' COSTS. OPPORTUNITY TO BID HAVE HAD THAT OPPORTUNITY AND SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT SCRATCHES, CHOPS, DEFECTS, WAVY OR UNEVEN fi5 DEER ES 24 HOURS PRIOR TO INSTALLATION OF FLOOR OF ANY COMPLICATIONS WITH HEIGHT. 9. G.C. SHALL BE RESPONSIBLE TO PICK UP THE HAVE RESPONDED. 61 TTHHEIR OWN SECURITY CONTRACTOR ATEMPORARLL BE RYONSIBLE FOR ALL OF H AT. WATER, 13 INDICATED, (2) SHELVES AND CHROME HANG OD N ALL 10. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM,AL CONTRACMR SHALL SUPPLY AND INSTALI, WHERE SYSTa, LAMINATION WILL F REJECTED. IF JOINTS ARE REQUIRED COVERING. CRACKS B IL MORE, HOLES, AND OTHER eco DUE TO LENGTH OF UNIT JOINTS 1D BE CENTERED UNEVENNESS MUST BE FILLED WITH A LATEX BASE FLOOR � nlc BUILDING PERMIT AT THE BUILDING DEPARTMENT 42. ALL WORK, AS OTHER IMPUED OR REASONABLY INFERABLE ELECTRICAL POWER, LIGHTING, AND HOISTING. IF NEEDED COAT CLOSETS. HANG RODS SHALL BE 5'-2" ABOVE UNLESS OTHERWISE NOTED, 12. DO NOT INSTALL VOICE/DATA AND ELECTRICAL FLOOR SYMMETRICALLY OVER THE LENGTH OF THE UNIT. FILLER; HIGH SPOTS MUST BE LEVELED. FLOOR MUST BE OFFICES AND PAY ALL OUTSTANDING FEES, UNLESS FROM THE CONTRACT DOCUMENTS, DRAWINGS AND COORDINATE THESE SERVICES WITH THE BUILDING FINISHED FLOOR AND 12" OUT FROM WALL; SHELVES SHALL OUTLET COVER PLATES UNTIL CARPET 15 INSTALLED. SWEPT CLEAN, WET MOPPED WITH WARM WATER AND SWEPT OTHERWISE NOTED. SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE MANAGEMENT BE 18" DEEP, 12' APART 3' ABOVE ROD. PROVIDE CENTER 11. G.C. SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY 9. ALL SURFACES TO BE LAMINATED (PLASTIC LAMINATE OR AGAIN. IF SWEEPING LEAVES A RESIDUE, FLOORS SHALL BE " Water �- } Sports ALL DRAWINGS AND SPECIFICATIONS ARE OF LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM. 13 NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED VENEERED) SHALL BE WITH THE SAME TYPE OF MATERIAL VACUUMED' { � lreJU 10. G.C. SHALL PROVIDE ALL THE DRAWINGS, COMPLETED DIRECTED TO THE ATTENTION OF THE CONTRACTOR AND THE SUPPORT BRACKETS MEN SHELVING IS S-6" OR LONGER, TO LIGHTING CIRCUITS. a 62. ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS FOR ON BOTH SIDES (BACKING) WHETHER VISIBLE OR NOT. J UNLESS OTHERWISE NOTED. PAPERWORK AND CERTIFICATES OF INSPECTION AND INCLUSION OF ANY WORK BY MENTION, NOTE. DETAIL, APPROVAL TO THE ARCHITECT PRIOR TO COMMENCEMENT OF 12. ALL FLUORESCENT FIXTURES SHALL HAVE WARM WHITE PANEL AND PLYWOOD BACKS NOT EXPOSED TO MEW SHALL 9. ALL VINYL OR RUBBER BASE TO BE CONTINUOUS ROLL TYPE 14. PROVIDE TAMPERPROOF CIRCUIT BREAKER CAMPS ON ALL WITH SEAMING TO OCCUR ONLY ON INSIDE CORNERS OR AT I SHALL PERFORM ALL THE CONTROLLED INSPECTIONS ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT WORK. SHOP DRAWING SUBMITTALS SIHALL BE IN TME FORM LAMPS, UNLESS OTIHERWISE VEILED. (SEE LIGHTING BE VENEERED WITH THE SAME SPECIES AND THICKNESS OF , AS REQUIRED FOR BUILDING DEPARTMENT SIGN OFF. THE CONTRACTOR SHALL PROVIDE AND INSTALL SAME ALL 14. ALL CLOSET SHELVES SHALL BE BIRCH VENEER YI1H CLEAR DEDICATED CIRCUIT BREAKERS LEAST 12' FROM WRAPPED OUTSIDE CORNER. OF(4) BLACK AND WHITE PRINTS OF EACH DRAWING. LACQUER FINISH HARDWOOD EDGE, UNLESS OTHERWISE SCHEDULE). VENEER USED FOR THE FACES, FOR BALANCED WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES APPROVAL OF SHOP DRAWING SHALL INDICATE ONLY THAT CONSTRUCTION. HOWEVER, THE VENEERED SURFACES NOT I 11. UPON COMPLETION OF THE JOB, THE GENERAL AND APPARATUS NORMALLY DEEMED TO BE A PART OFA NOTED, 15. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS 10. GENERAL CONTRACTOR TO PROVDE AND INSTALL ALL METAL 11 I SUCH DRAWINGS GENERALLY EXPRESS THE INTENT OF THE 13. ALL SWITCHIES/DIMMERS iO BE MOUNTED AT 3'-2" A.F.F. TO FOR ALL CIRCUIT BREAKERS AT ALL ELECTRICAL CLOSETS IN EXPOSED TO MEW NEED NOT BE MATCHED. ANGLES AND/OR MARBLE REDUCING SADDLES PER DETAILS, CONTRACTOR SHALL SUBMIT CERTIFICATES ON COMPLETED PACKAGE WITHIN THE DEFINITIONS OF NORMAL CONTRACT DOCUMENTS AND SHALL NEITHER BE CONSTRUED 15. CONTRACTOR SHALL FURNISH AND INSTALL FIRE RETARDANT CENTER LINE OF SWITCH/DIMMER. MULTIPLE SWITCHES THE PROJECT. / INSPECTION AND A CERTIFICATE OF SUBSTANTIAL INDUSTRY STANDARDS. AS A COMPLETE CHECK NOR RELIEVE THE CONTRACTOR OF 10. MILLWORK CABINETRY WHERE THE DOORS HAVING PLASTIC IN ADDITION TO ANY FLOOR LEVELING AS MAY BE REQUIRED BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, WHERE AND/OR DIMMERS TO BE GANGED AND PROVIDED WITH FOR SMOOTH TRANSITION AT ALL STONE OR TILE COMPLETION T DR DOCUMENT G-TOWN INCLUDING CONTRCTORRESPONSIBILITY FOR SUBMIT AND DIMENSIONS. ALL WALL MOUNTED EQUIPMENT OR CABINETRY IS INDICATED. SINGLE GANG PLATE. APPROPRIATE LAMPS AS REQUIRED OR 16. VOICE/DATA FLOOR AND WALL OUTLET BOXES SHALL BE THELAM SAE FACES SHALL ALSO HAVE BACKS AND EDGES OF �pgRING/MATEIRIAL TRANSTION POINTS. ALL AS-BUILT DRAWINGS. 43. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY CONTRACTORS SHALL SUBMIT CU15, SAMPLES AND FINISHES BLOCKING TO BE SIZED ACCORDINGLY TO THE WEIGHT. SPECIFIED. CAPABLE OF FULLY HOUSING THE VOICE/DATA COMPANYS THE SAME PLASTIC LAMINATE AS THE FACE DRAWERS PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW All FOR WRITTEN APPROVAL PRIOR TO ORDERING OR � HAVING PLASTIC LAMINATE FACES SHALL HAVE BIRCH 12 THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FABRICATION. PRENRED AMPHENOL CONNECTORS, BOTH FOR SINGLE UNE VEND SOLID CORE INTERIOR CONSTRUCTION (BOTTOM AND 11. WHERE STONE, MARBLE, LIMESTONE AND HARD SURFACES ALL PROPOSALS FOR ADDITIONAL WORK TO THE FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO 16. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE 14. GENERAL CONTRACTOR TO PROVIDE INITIAL RAMPING OF ALL EXTENSIONS AND FOR CALL DIRECTORS. FLOORING IS SPECIFIED, G.C. SHALL BE RESPONS€BLE FOR ARCHITECTS OFFICE FOR REVIEW AND APPROVAL NO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED 63. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED LIGHT FIXTURES, USE MANUFACTURER'S SPECIFIED LAMPS. SIDES) MI1N CLEAR LACQUETt FINISH. DRAWER FRONT AND PROVIDING/APPLYING SEALANT AS SPECIFIED OR AS BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. FOR THE INSTALLATION OF WINDOW BUNDS, DRAPERIES, 17. WHERE EXPOSED CONDUIT OR SURFACE-MOUNTED WIREMOLD SIDES TO BE GROOVED TO RECEIVE (3) PLY BOTTOM PIECE WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION THE DRAWINGS AND SPECIFICATIONS AS THE WORK CURTAINS, MILLWORK AND ANY HANGING OBJECTS AS RECOMMENDED BY SUPPLIER, FOR A CLEAN, LASTING a TO PROCEED IS RETURNED TO THE GENERAL THEY SHALL REPAIR, AT THEIR OWN COST, ANY DAMAGES PROGRESSES. BULLETINS, CHANGE ORDERS, DRAWINGS, 15. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT HAS BEEN SPECIFIED, THE CONDUIT SHALL BE RUN SURFACE CONTRACTOR. TO THE PREMISES OR ADJACENT WORK CAUSED BY THEIR SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH CHANGES REQUIRED. SHALLOW DEPTH FIXTURES AS FIELD CONDITIONS IN CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND 11. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE OPERATION. GENERAL CONTRACTOR BLOCKING THE LOCATION AND INSTALLATION Will 8E ISSUED TO THE CONTRACTOR WHOSE 17. WHERE METAL AND GLASS PARTITION IS SPECIFIED, E.C. NECES51TAl1E, WITH THE ARCHITECT'S APPROVAL, AT NO ORDERLY WAY USING 90 DEGREE CORNERS RUNNING OF ALL GROUNDS AND BLOCKING INSIDE THE WALL 12. POOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT 13. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE ADDITIONAL COST. PARALLEL TO WALLS, COLUMNS, BEAMS AND OTHER OF THE SPACE ONTO WHICH THE CLOSET OPENS UNLESS SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF CONDUITS TO ABOVE HIGHEST POINT OF BASEBOARD CONSTRUCTION RELATED TO CABINETWORK. OTHERWISE NOTED. 46774 County Road 48 TO ALLOW OTHER CONTRACTORS TO PERFORM WORK 44. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE IMMEDIATELY AND TO NOTIFY THE FIELD OFFICE AND ALL FLOOR SLAB AS MAY BE REQUIRED FOR A PLUMB, LEVEL IN CONNECTION WITH THE PROJECT. THE GENERAL PROJECT THROUGH INSPECTION OF THE SIT, DRAWINGS, SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS 16. GENERAL CONTRACTOR TO THOROUGHLY CLEAN ALL CONVECTOR, AT WHICH POINT CONDUIT IS TO RUN CONTRACTOR SHALL BE RESPONSIBLE FOR AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND MAY BE NECESSARY TO AVOID ERRORS IN THE WORK WHICH INSTALLATION. HVAC COUNG DIFFUSERS AND RETURN AIR GIVES. HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS 12. WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS Southold, New York COORDINATION OF WORK AND ESTABLISHING THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS DIMENSIONED ON PUN. AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL 13. C AREAS WITH EXPOSED OPEN CEILINGS, GENERAL SCHEDULES FOR ALL TRADES, THEY SHALL AFFORD SHALL BE REPORTED TO THE ARCHITECT PRIOR TO MAY OCCUR DUE TO THE USE OF SUPERSEDED DRAWINGS. CONTRACTOR AND THEIR SUBCONTRACTORS ARE TO PAINT 18. AT ALL LOCATIONS WHERE NEW ELECTR€CAL AND CONTRACTOR. CUTOUTS FOR svITOEIES, OUTLETS, AND ANY AND ALL EXPOSED SPRINKLER PIPES, CEILING SLABS, S.C.T.M.#I000-55-5-9.I WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED 17. G.C. TO PROVIDE APPROPRIATE SIZED CUTOUT ABOVE OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY VOICE/DATA OUTLETS OR ANY OTHER TYPE OF DEVICE IS TO CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, 18. G.C. SHALL COORDINATE WITH THE ELECTRICAL AND WIRING DEVICES TO BE INSTALLED IN CABINETRY IN THE DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE FIELD ARE BY THE WOODWORK CONTRACTOR AND ARE TO BEAMS, AND IF NEEDED, PATCH CEILING SLAB SMOOTH TO THE INTRODUCTION AND STORAGE OF THEIR MATERIALS OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES OR CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES INSTALLED AT EITHER CORE WALL, COLUMNS AND/OR AS REQUIRED FOR CIRCULATION OF RETURN AiR TO HVAC MILLWORK CONTRACTORS TO PROVIDE CUTOUTS IN HELD, AS RECEIVE NEW FINISHES. REFER TO FINISH PLAN FOR OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED PERIMETER WALLS, THE GENERAL CONTRACTOR AND THEIR SYSTEM. FURNISH AND INSTALL FIRE DAMPERS AS REQUIRED REQUIRED, FOR EXTENSION OF ELECTRIC OUTLETS, CABLES, BE COORDINATED BY THE GENERAL CONTRACTOR. REVISIONS AND EQUIPMENT AND THE EXECUTION THE THEIR ARE ACCOMPANIED BY LElLEER OF AUTHORIZATION TO ADDITIONAL INFORMATION AND SPECIFICATIONS. WORK. FROM THE ARCHITECT PRIOR TO WORK BEING DONE ANY PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT TO MAINTAIN THE INTEGRITY OF RATED WALLS. ETC. INTO CABINETWORK AS SPECIFIED. 13. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE WORK THAT PROCEEDS OTHERWISE SHALL BE, IF ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR THOSE CORE WALLS AND COLUMNS AS NEEDED USING REQUIRED FOR FINISHED INSTALLATION OF CABINETS, 14• PAINTING OF ANY SURFACES NOT SPECIFICALLY MENTIONED 4-I2-2023 REVISED AS PER 14. CONTRACTOR SHALL SCHEDULE ALL WORK TO INCORRECTLY PERFORMED, REPLACED OR REPAIRED WITH SPECIFICATIONS REQUEST ESTIMATES OF COST INVOLVED, 2-2 1/2' METAL STUDS SLAB TO SLAB WiTH 9 GYPSUM 18. GENERAL CONTRACTOR SHALL REMOVE CEILING TILES) AS 19• THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND TO BE PAINTED HEREIN OR ON DRAWINGS, BUT FOR WHICH I CONFORM TO THE GENERAL CONSTRUCTION SCHEDULE THE COST FOR SAME BEING BORNE BY THE CONTRACTOR. BOARD TO fi" ABOVE FINISHED CEILING IN ORDER TO REQUIRED BY THE VOICE, DATA, A/V, SECURITY AND SIGNAL COORDINATE EIECTRiGAL REQUIREMENTS FOR ALL HVAC PAINTING IS OBVIOUSLY NECESSARY TO COMPLETE TIHE ARC COMMENTS SUCH ESTIMATES SHALL BE PREPARIED AND SUBMITTED 14. FIELD VERIFY LOCATION OF ALL HQ_ES THROUGH ALL NEW AND SHALL COOPERATE WITH OTHER CONTRACTORS IN THEY SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES. CABLE VENDOR OR OTHER TRADES AUTHORIZED FOR EQUIPMENT, EXHAUST FANS, WATER HEATERS, AND SPECIAL COUNTERTOPS AND MILLWORK, PROVIDE A GROMMET INSERT PROJECT OR WORK WHICH COMES WITHIN THE INTENT OF - - " THE REQUIRED SEQUENTIAL INSTALLATION SCHEDULE PROGRESS OF THE WORK, G.C. TO COORDINATE WITH ALL OTHER TRADES. INSTALLATION BY THE ARCHITECT. ALL CEILING TIRES MUST EQUIPMENT, ETC. THESE SPECIFICATIONS, SHALL BE INCLUDED AS THROUGH O PLANNING COMMENTS AS APPROVED BY THE ARCHITECT 45. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR AT EACH LOCATION WHERE ELECTRICAL, VOICE/DATA 5-42,02 REVISED AS PER SHALL FILE WITH THE OWNER AND/OR BUILDING BE REPLACED WHEN WORK IS COMPLETED. 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE CUTI-� OCCUR, SEE DETAILS FOR SIZES, LOCATIONS AND SPECIFIED, AND INCLUDED IN SCOPE OF WORK OF / 64. ALL EXTRA WORK MUST BE WRITTEN UP BY THE GENERAL INSTALLATION OF THE VOICE ATA COMMUNICATIONS SYSTEM FINISHES OF GROMMET. CONTRACTOR WITHOUT EXCEPTIONS. O PLANNING COMMENTS 15. DRAWINGS ARE NOT TO BE SCARED; DIMENSIONS MANAGEMENT CURRENT INSURANCE CERTIFICATES IN THE CONTRACTOR IN THE FORM OF A CHANGE ORDER. INDICATED 19. ALL THERMOSTATS, IO BE INSTALLED AT GOVERN. LARGE SCALE DETAILS TAKE PRECEDENCE AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING ON IT MUST BE A FIRM PRICE FOR THE WORK. ALL CHANGE 54" A.F.F. IN LOCATIONS APPROVED BY THE ARCHITECT, SHALL BE IN ACCORDANCE WITH THE BUILDING MANAGEMENT 15. PROVIDE OWNER/TENANT WITH MINIMUM 2% OF QUANTITY OF / 15. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL FINISH MATERIAL FOR ATTIC STOCK 4 OVER SMALL SCALED DETAILS. MANAGEMENT FOR WORKER'S COMPREHENSIVE GENERAL ORDERS MUST BE SUBMITTED TO THE CLIENT FOR APPROVAL UNLESS OTHERWISE NOTED. AND TELEPHONE COMPANYS RECOMMENDATIONS AND COUNTERS TO BE LOCATED OVER FILES, AND PROVIDE A PLANNING COMMENTS LIABILITY. BODILY INJURY AND PROPERTY DAMAGE THE PRIOR TO THE COMMENCEMENT OF WORK. REQUIREMENTS INCLUDING THE INSTALLATION OF REQUIRED STABLE TEMPORARY SUPPORT UNTIL FILES ARE DELIVERED - 3 KLVISED AS PER - 16. All WORK IS TO CONFORM TO ARCHITECT'S OWNER AND/OR BUILDING MANAGEMENT SHALL BE NAMED 20. SEE ENGINEER'S DRAWINGS FOR THE LOCATION OF ALL CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM FOR INSTALLATION. CONTRACTOR TO PROVIDE FILLER STRIPS 16. CONTRACTOR TO PROTECT IDENTIFYING LABELS AND TAGS 5 DRAWINGS AND SPECIFICATIONS AND SHALL BE NEW 65. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM, AS TO THE TENANT'S SPACE SUCH AS UL UNDERWRITERS LABELS ON DOORS AND PLANNING COMMENTS 'ADDITIONAL INSURED" ON ALL CERTIFICATES OF INSURANCE, SPRINKLER HEADS AND RELATED WORK. ARCHITECTURAL AS REQUIRED BETWEEN FILE CABINETS AND COUNTERTOPS, AND BEST QUALITY OF THE KINDS SPECIFIED. INCLUDING THE ARCHITECT. ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS DRAWINGS INDICATE SPRINKLER HEADS FOR LOCATION ONLY. AND BETWEEN CABINETS AND SURROUNDING WALLS AND CRANES FROM BEING PAINTED OVER. - INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECTURAL 21. GENERAL CONTRACTOR TO PROVIDE 4' X 8' X )4" (FIRE CEILINGS. O SET 17. NO MATERIAL SUBSTITUTIONS SHALL BE MADE THE 46. THE CONTRACTOR AND ALL THOR SUBCONTRACTORS SHALL (1) YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY AND ENGINEERING DRAWINGS REGARDING LOCATIONS, RETARDANT A/C GRADE BIRCH VENEER) PLYWOOD PANELS ARCHITECT WILL CONSIDER MATERIAL CHANGE INDEMNIFY, DEFEND, AND SAVE HARMLESS THE OWNER AND THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER ENGINEERING DRAWINGS SHALL GOVERN. ON %' FURRING AS INDICATED ON THE PLAN, FOR THE 16. MILLWORK SUBCONTRACTOR IS RESPONSIBLE TO CLEAN AND D7 4-12-24 LIGHTING UPDATE REQUESTS ON AN INDIVIDUAL BASIS. CONTRACTOR TENANT, AND THE ARCHITECT, THEIR EMPLOYEES, AND DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK MALL BE VOICE/DATA EQUIPMENT INSTALLATION, UNLESS OTHERWISE POLISH AND TOUCH UP AS REQUIRED ALL WOODWORK AFTER SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN AGENTS, AGAINST AND FROM ANY AND ALL CLAIMS, REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST 21. ALL SPRINKLER HEADS AT DROPPED CEILINGS TO BE NOTED. QUANTITY TO BE DETERMINED BY AMOUNT OF THE INSTALLATION IS COMPLETED. APPROVAL PRIOR TO THE START OF ANY WORK. DEMANDS, ACTIONS BY LAW, LIABILITIES, PENALTIES, LOSSES, TO THE OWNER. CONCEALED FLUSH TYPE WIT PREFiNISHED WHITE CAP TO EQUIPMENT AND G.C. ASSUME AND INCLUDE ANY AND ALL 8 4-24-24 FRAMING UPDATE EXPENSES, COSTS (INCLUDING ATTORNEYS FEES) AND MATCH CEILING UNLESS OTHERWISE NOTED. IN ACOUSTICAL PLYWOOD PANELS AS NEEDED FOR PROPER INSTALLATION 18. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE JUDGMENTS OF EVERY CHARACTER WHATSOEVER FOR OR 66. THE CONTRACTOR SHALL MAINTAIN ALL SUCH INSURANCES TILE COUNGS, SPRINKLER HEADS SHALL BE CENTERED IN - - BUILDING24 SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, THAT ARE REQUIRED BY LAW AND BY THE BUILDING TILES, UNLESS OTHERWISE NOTED. EQUIPMENT. @)COMMENTS AND CONDITIONED AS DIRECTED BY THE RESULTING FROM DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY OF THE CONTRACTOR, THE MANAGEMENT/LANDLORD WHERE THE WORK IS BEING COMPUTER CABLE INSTALLATION: O SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH OWNER, OR THE ARCHITECT (AND THEIR RESPECTIVE PERFORMED. THE CONTRACTOR SHALL LIST BOTH THE 22. INSTALL DIRECTIONAL ACOUSTICAL 71LE WITH THE GRAIN IN ACCEPTED INDUSTRY STANDARD PRACTICE ) AND IN AGENTS, SERVANTS, AND EMPLOYEES AND FOR OR OWNER, TENANT AND THE ARCHITECT AS ADDITIONAL ONE DIRECTION ONLY IN ANY SINGLE SPACE 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH PRODUCT WARRANTY INSURERS FOR THE DURATION OF THE PROJECT AND THE PURCHASING AND INSTALLATION OF ALL VOICE/DATA O RESULTING FROM ANY EMPLOYEES) AND FOR OR RESULTING APPLICABLE STATUE OF LIMITATIONS. 23. ALL EXHAUST FAN EQUIPMENT TO BE LOCATED OUTSIDE THE 19. ALL SUBCONTRACTORS' SHOP DRAWINGS SHALL BE FROM PERSONAL INJURIES, SICKNESS, AND DISEASE SPECIFIED ROOM AND DUCTED INTO THE SPACE TO THE CABLES AS INDICATED ON THE PLANS UNLESS OTHIIRYISE NOTED. O SUBMITTED TO THE ARCHITECT FOR APPROVAL (INCLUDING DEATH) TO OR SUSTAINED BY ANY PERSON COUNG REGISTER. ALL EXHAUST FANS TO BE CONTROLLED THROUGH THE GENERAL CONTRACTOR PRIOR TO WORK (INCLUDING BUT NOT LIMITED TO THE CONTRACTOR, THE 87, ALL APPLICABLE PERMITS, INSPECTIONS/APPROVALS, BEING PERFORMED, UNLESS OTHERWISE NOTED. OWNER, THE TENANT, AND THE ARCHITECT AND THEIR FOR AN S AND CONTROLLED INSPECTIONS SHALL BE APPLIED BY A (RED) PLOT LIGHT WALL MOUNTED SWITCH. 23. ALLOW APPROPRIATE LENGTH OF SLACK ON BOTH ENDS OF O FOR AND PAID BY THE SUBCONTRACTORS IN ALL FIELDS OF EACH CABLE TERMINATION FOR CONNECTION TO SPECIFIED RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) THEIR WORK AS REQUIRED PER BUILDING DEPARTMENT CODE~ 24. G.C. IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER EQUIPMENT (MIN. 6-). 20. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY OCCURRING IN OR ABOUT THE CONSTRUCTION SITE, OR INCLUDING COORDINATION OF INSPECTIONS, APPROVAL AND THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN 0 -- WITH ALL REGULATIONS OF THE BUILDING ARISING OUT OF OR SUFFERED WHILE ENGAGED IN OR PICKING UP OF BUILDING PERMITS BY THE CONTRACTOR, REPORT TO THE ARCHITECT'S AND ENGINEER'S OFFICE FOR 24. G.C. TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL MANAGEMENT. IT SHALL BE THE CONTRACTOR'S CAUSED IN WHOLE OR IN PART BY THE PERFORMANCE OF UNLESS OTHERWISE NOTED. REVIEW AND APPROVAL RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM OR FAILURE TO PERFORM THE WORK. THE FOREGOING CABLE RUNS FROM ORIGINATION TO TERMINATION PONE AT THE BUILDING OWNER. IN THE EVENT OF CONFLICT AGREEMENT SHALL NOT EXTEND TO THE OWNER OR TENANT 25. IF CEILING GRID REQUIRES CUT TILES, ANY CUT TILES THAT SERVER RACKS. O BETWEEN BUILDING REGULATIONS AND OTHER IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR ARE VISIBLE SHALL HAVE A FINISHED EDGE CONTRACTOR CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE RESULTING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MAY INCLUDE EITHER PREFABRICATED TILES TO THAT O CONSULTED PRIOR TO PROCEEDING. TENANT, ITS AGENTS, SERVANTS, OR EMPLOYEES AND SHALL DIMENSION AND/OR FINISH THE CUT EDGE OF TILE, TO O NOT EXTEND TO THE ARCHITECT, HIS AGENTS, SERVANTS, MATCH CEILING TILE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OR EMPLOYEES IN THE CASE OF DAMAGE OR INJURIES ARRANGING WITH BUILDING MANAGEMENT THE USE OF CAUSED BY OR RESULTING FROM THE SOLE NEGLIGENCE OF 26. CONTRACTOR TO PROVIDE ATTIC STOCK OF ALL CEILING ELEVATQR OR OTHER HOSTING FACIU71ES FOR THE ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES TILES AT END OF PROJECT FOR CLIENTS FUTURE USE O HANDLING THE DEUVERY OF MATERIALS. THE GENERAL OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING PLANS, DESIGNS, OR SPECIFICATIONS PREPARED, ACQUIRED, 27. WE ALL REALIZE THAT AS CONSTRUCTION PROCEEDS AND ALL SUB-TRADES OF CONDITIONS REGARDING OR USED BY THE ARCHITECT, THEIR AGENTS, SERVANTS, OR AS PROJECTS NEARS COMPLETION, CEILING TILES OFTEN GET ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND EMPLOYEES. M LOYEES IT EIINTGN UNDERSTOOD NCE NEITHER AN DHAA�E THAT FOR DAMAGED AND/OR DIRTY BY OTiHER TRADES, THE G.C. ANDLOAD SEAL CONTRACTOR NOR ANY OF ITS AGENTS, SERVANTS, OR THEIR SUBCONTRACTORS ARE RESPONSIBLE TO REPLACE 22 THE G.C. SHALL CONFORM TO BUILDING STANDARD EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, SERVANT, ANY AND ALL DAMAGED CEILING TILES AND GRIDS AND/OR PROCEDURES FOR THE SCHEDULING OF DEMOLITION OR EMPLOYEE OF EITHER THE OWNER, TENANT OR THE DRYWALL CEILINGS AND SOFFITS AT THEIR OWN COST. AND CORE DRILLING, AND FOR THE CARTING OF ARCHITECT AND NEITHER THE ARCHITECT NOR ANY OF THEIR ok Aiq RUBBISH THROUGH THE BUILDING. ANY OVERTIME AGENTS, SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO 28. AT END OF THE PROJECT, CONTRACTOR TO REALIGN ALL �k, C,�/ COSTS FOR SUCH WORK SHALL BE BORNE BY THE BE AN AGENT, SERVANT, OR EMPLOYEE OF THE OWNER OR CEILING TILE AND GRIDS TO A SQUARE AND LEVEL �ll�`� STROP G.C. TENANT. INSTALLATION. 0 s 23. THE GENERAL CONTRACTOR SHALL MAINTAIN AND 47. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO OPERATE AN ON SITE FIELD OFFICE TELEPHONE, FAX TRADE OR JURISDICTIONAL DISPUTES THROUGH USE OF ?;o,'", 11 MACHINE AND EMAIL ACCESS AT ALL TIMES DURING LABOR OR METHODS OF INSTALLATION, INCLUDING THOSE OF i THE COURSE OF CONSTRUCTION WORK. CONTRACTORS WHICH HAVE BEEN SEPARATELY CONTRACTED BY THE OWNER. SHOULD ANY DELAYS OCCUR ON THE JOB 24. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH SITE THROUGH NONCOMPLIANCE OF THIS CLAUSE, THE THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CONTRACTOR WILL REIMBURSE THE OWNER FOR ALL COSTS �9I a291�9 C7� CLEANING, MAINTAINING, AND UPON COMPLETION OF AND DAMAGES F NE THE WORK RESTORING TO ITS ORIGINAL CONDITION. 48. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT 25. CONSTRUCTION PERSONNEL MUST CARRY PROPER SUPERINTENDENT ON THE PROJECT TO COORDINATE ALL IDENTIFICATION AT ALL TIMES. SUBCONTRACTORS' WORK AND SUPERVISE THE DAILY ACTIVITY OF THE PROJECT AS WELL AS MAINTAIN THE SITE 26. ALL LADDERS, BAKERS, SCAFFOLDING, AND/OR OTHER IN A SAFE:, CLEAN MANNER. Copyright 2022.STROMSKI architecture,p.c.All rights CONSTRUCTION TOOLS/EQUIPMENT SHALL BE IN GOOD reserved.The Architect reserves the right to reproduce this OPERATING CONDITION. ALL DAMAGED LADDERS, 49. THE CONTRACTOR SHALL BE AVAILABLE TO ATTEND A design in its entirety or any portion thereof.Unauthorized BAKERS, ROLLING SCAFFOLDING, AND/OR WEEKLY JOB MEETING DURING THE COURSE OF THE alteration of these documents is a violation of the New York / PROJECT. CONTRACTOR SHALL PREPARE AND DISTRIBUTE State Education Law.These drawings and specifications are CONSTRUCTION TOOLS/EQUIPMENT WiLL BE ALL JOB MEETING MINUTES, (3) DAYS PRIOR TO MEETING. property of the Architect an instrument of service and are the a t. IMMEDIATELY REMOVED FROM THE JOB SITE. I These drawings and specifications are not to be used on any 50. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OR other project,except by written permission of the Architect. 27. ALL ELECTRIC HAND TOOLS MUST BE GROUNDED OPENINGS TRUE AND OF PROPER SIZE IN THEIR OWN WORK, PROPERLY. OR CUT SAME IN DOSTiNG WORK AS MAY BE NECESSARY 1i PROJECT NO. 21-AR049 28. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS FOR PROPER INSTALLATION OF THEIR OWN OR OTHER AND PROPER CLOTHING MATERIALS MUST BE WORN CONTRACTOR'S WORK INCLUDING THOSE WHICH HAVE BEEN DURING ANY CUTTING, WHETHER BY HAND OR BY SEPARATELY CONTRACTED BY THE OWNER, CONSULTING WITH SCALE As Noted DATE 1I/10/2022 MECHANICAL MEANS, OF FLOORS AND WALLS. OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME IN CASE OF THEIR PROPER DRAWN BY RS/MP CHECKED BY RS 29. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, AREAS THEY SHALL CUT THEM AFTERWARDS EXPENSE. NOEXCESSIVE THEIR CUTTING WILL 8 PERMITTED NOR TITLE 30. ALL FIRE EXITS SHALL BE KEPT GEAR AND ACCESSIBLE AT SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE ALL TIMES. CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, REPAIR AND ANY 31. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT DURING CONSTRUCTION. PLUS, CONTRACTOR TO HAVE WILL BE SUBSEQUENTLY LE'UNDER SEPARATE CONTRACT PROPER MEDICAL EMERGENCY KIT AVAILABLE AT JOB SITE BY THE OWNER OR THE ARCHITECT. PER ALL APPLICABLE CODES AND REGULATIONS Genera 51. THE CONTRACTOR SHALL ASSURE THE FULL RESPONSIBILITY FOR THE INSTALLATION of ALL TRADE CONTRACTS ASSIGNED Project Notes BY THE CLIENT. INCLUDING GENERAL CONDITIONS, OVERHEAD AND PROFIT. 52. ALL CONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST-CLASS, SKILLFUL MANNER, MATCHING AND AUGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. 11 ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE HEE CONTRACTOR'S WORK TO BE DONE. CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE a COURSE OF THIS INSTALLATION. ALL NEW AND EXISTING GLASS, HARDWARE, AND/OR CONSTRUCTION SHALL BE Alk ""60 THOROUGHLY LEANED IN A MANNER ACCEPTABLE TO THE OWNER. . A0 e 3 FIRE INQUISN S FIRE ALARM LEGEND PORTABLE F R ER S 4 SYMBOL ITEM MAKE/MODEL QTY. NOTES, FIRE EXTINGUISHERS SMALL BE PLACED T14ROUGHOUT THE BUILDING AS PER SECTION RX AND FACP FIRE ALARM CONTROL PANEL FIRELITE M596000DLS 0 REQUIREMENTS OF THE LOCAL FIRE MARSHAL. ,....N ,...-.......w _._. .. .,., .., RA REMOTE LCD ANNUNCIATOR FIRELTE ANN-80 0 SYMBOL ITEM CLASS AND SIZE .$ x x ....� V J ® MANUAL PULL STATION FIRELITE 5G-12LX 0 FE PORTABLE FIRE EXTINGUISHER WALL MOUNTED WITH REQUIRED AS PER TABLE 9%.3 (1 AND 2) airchitect sr , p.c. SIGNS SNOWING LOCATION ABOVE. J PHOTO-ELECTRIC AREA 51"OKE DETECTOR FIRELITE SD3% 0 HIGH TEMPERATURE HEAT DETECTOR (FIXED 190) FIRELITE 9355HT 0 P.O.BOX I2S4 JAMESPOR'T>NY 11947 QSTROBE SIGNAL APPLIANCE SYSTEM SENSOR SR 0 PHONE(631)779-2932 FAX(63I)779-2833 R HORN/ STROBE SIGNAL APPLIANCE 5YSTEM SENSOR P2R 0 s ExT EXTERIOR STROBE SIGNAL APPLIANCE SYSTEM SENSOR SRK 0 O WATERPROOF HEAT DETECTOR FIRELITE 302ETIC14 0 ® DUCT DETECTOR FIRELITE D5%PL 0 ® REMOTE LCD ANNUNCIATOR FIRELITE RM = 0 CONTROL RELAY MODULE FIRELITE CRF-WO-6 0 SPACE AGE FAN SHUTDOWN RELAY MODULE SSU-MR-201-C-R 0 ® KNOX BOX KNOX HOX 0 INTERFACE MODULE SYSTEM SENSORCOSMOD-2W I MONITOR MODULE FIRELITE MMF-301 2 CARBON MONOXIDE DETECTOR SYSTEM SENSORCOSMO-2W 7 NOTES: PLACEMENT OF DEVICES SHOWN ARE FOR GENERAL LOCATION. DEVICES MUST BE MINIMUM 361 AWAY FROM Proposed Site Plan For: RETURN AND SUPPLY AIR REGISTERS. A B C E F A 8 C E F T1415 INSTALLATION IS IN ACCORDANCE WITH NFPA 72 (2007 EDITION) EXCEPT AS SPECIFICALLY NOTED ON THE INSTALLATION PLANS. i econic t ! Water Sports -- I 1 5 t ;`{ --� i I I I � I I I I 1 1 I I I j ! /--- 5 5 1. ! ! ! I /•-- 5 1 1 1 1 1 I �,. - - - - - - - - - - - - - - - - - -- - +-- - --- - -- - - - - - - - - +- - - - - - - -+ - -- - - 4.1 - - - - --- - - ----------------------- - - - If - - - - - - - - - - - - - - - i --- -- -- -- _-- -----_-----_----- - - - - - - - - 4I 4I - - - I, I - ={ -- ---- ------------------------ - II - - - - - - - �4I III --------------------------------------------_---B_IIj{{I{iIjII1'II1.�LIi�iI,II1II1iI{I1II II!jII ..-- -- --------------- -- ------------------ ---H-------D-.-I --i(1IiI111Ii(-— 0—J- - - —!1DiI;IIi iI1II;(11iII1Ii— --�If''1i•lI�IIi� IIIIi,IIIIIlIiItIIIItiiitIIIIiIItIIII IIII1II - - - B{IIjII!j;{I!i!ijIji!!!(!Ii`!I!iI{I!iIi�IIiiII�II --_--_-- LEJ -_-----------_-------------- - - - - - - PFE F FE P STORAGE STORAGE STORAGE 20�1 ,1i'I;I1I� - IIII;IiiIIiIiiiIl�IiIIIIIIIiIiI�I;I1iIIiI i{ ij ---------------- ----� o •¢; OOO000O0O4S.6 C 7PS0.7-E5L-TA0E0 N - _County ounty 0C 2 OR9#1;M 6�o90 a sd C 4g?8 DOE Southold, New York T.M.# I000-SS-S-a9 .I REVISIONS 4-I2-2023 REVISED AS PER R ARC COMMENTS ------ 2 pLANNINGCOMMENTS - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - O PLANNING COMMENTSH ®PLANNING COMMENTS AS PER MENTSSTORAGE PERMIT 0 H 4-I2-24 LIGHTING UPDATE $ 4-24-24 FRAMING UPDATE 3 iLDING CMTS O I 3 ----------------- MENS' LADIES' 1i 04 OO •� Or OFFICE HP CORRIDOR 101 5 O 4 SEAL STORAGE 20 0 FE A&C6, CONFERENCE STR 021 VESTIBULE@ 100 -►----------- ------ - - - - - - - - - - - - - ----------------- ----- --------- L ------ — dF N SALES/ SERVICE 07 Copyright 2022.STROMSKI architecture,p.c.All rig hts erved. I :e Architect reserves the right to reproduce thts------------------------------F -------------------R7------------------ res 11 —-- -- - -_------------- design in its entirety or my portion thereof.Unauthorized - -- t - -- _ alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. OJECT NO. 2I-AR049 SCALE As Et]d DATE II/I0/202 2 DRAWN BY TLD/RS CHECKED BY RS TITL ---------------- ------ ---------------- IIXT ------ --------- Fire Alarm Plans till SHEET SEWN F FIRI^ ALARM PLAN Scale: 1/8' 1'-0' 2 D FLOOR FIRE ALARM PLAN Scale: I/B' 1'-0' L- - 1 I AIR I-V0040 k/i n ........ A B Q E I Q WINDOW SCHEDULE (EXTERIOR) DOOR SCHEDULE (EXTERIOR) �_ " ,_ A4.00 !- " LOCATION OPENING DOOR FRAME FIRE , �. 20 0 20-0 19 Iq 0 LOCATION GLASS - 4 . .... T NO., (ROOM #) WiDT4 HEIGHT FRAME GLASS FIN15H THICK REMARKS NO., (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15N THICK MTRL. FINISH HRDWR. RATING REMARKS j� I pv „y _.... - .. .,� ,........_. -. I...........a. 15'-6' 33'-6' W1 See Plods 41-0' 4'-01 ALUM. CLEAR AN. IN GLIDING/ VENTED IOOA 100 Vestibule 6'-& 7'-0' A AL/GL AN. 1-3/4' ALUM AN. A - Double H' Door iC111 CTLIt 9.C. w2 See Puns 61-0" 6'-0' ALUM. AW. AN. i' FIXED WITH APPLIED GRILLES 108A 108 3'-t21 T-O' B HM PTD 1-3/4' HM PTD B - Hi Door with KD Frmre ____ __�--_= tT—= =r=,_-_�—=I .. _,.... W3 See Plaa 6'-0" 41-01 ALUM. AW. AN. N FIXED WITH APPLIED GRILLES 108E 106 Stmw 3'-0' 7'-0' B 14M PTD 1-3/4' HM Pm B - HInged Door with KD Fnrm 5 i ! 11 11 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 I I I 1 I --� I i 11 1 1 I I i 1 1 I I I I J J o NY 11 I 1 I 1 I I i 1 1 i -- IORA 109 31-0 71-0 B HM PTD -3/41 HM PTD Hi Door with KD Fram •• I1 A 1 = I ' 1 I 1 ! 1 o BI09 lOq I6'-0' 14'-01 Etev, Steel PTD. - Steel PTD. - - OVa-head Dow with P.O.Box 1254 AMEsr R"I'. 11947 G C - L- �- -- _ -_._y_�------------------------------ - , : 109 109 16'-0' 14'-0" Elev. Steel PTD. - Steel PTD. - - Over Flead Door with NE(fi3I)779- FAX(63I)779- .. ------------------- -- — --- --- --------- ----- ----- / " ILLS ALUMINUM GI08 IOB 16 ' 12-01 4.1 -- ------ --- ---------- --------- _ .. Elev. Steel PTD - Steel PTD - - Overhead Door with Opffff ------------- -------- --------------------------------------- ------------------------------ -----•- -------- -- 4 I I. PROVIDE GYPSUM RETURNS AND 5 4 WOODS AVGL ALUM N AND GLASS S'i2 F 283'i I ! ! r Y ICr TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT BI07 107 Salesl5ervlce 10-0" 14'-0" Eiev. AVGL AN. ALUM. AN. Ower•head Door with Opmer 2. INSTALL EXTERIOR WINDOr15 1-1/2' PROUD OF THE TEMP. - TEMPERED GLASS C107 l07 5ales/SIMMIce 161-0" 14'-0' Elev. AL/GL AN. - ALUM. IAN. - Overhead Door with Opmw I I I 1 I B STEEL FRAMING. WHITE- PAINTED WHITE A201 201 5 61-01 6'-ll' C WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E Label NOT AN EXIT NA. - NOT APPLICABLE 1 1 t l " AN. - ANODIZED ALUMINUM B201 201 5twM, 3-0 7-0 B HM PTD 1-3/4 HM PTD B - Prowl Door with KD Fram V-OO i I CLEAR - CLEAR INSULATED GLAZING DOOR SCHEDULE INTERIOR I I i A4.00 AW. - ACID KA5HED I' INSULATED GLAZING ( ) I i I I II LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINI 4 THICK MTRL. FINISH HRDWR. RATING REMARKS ! IN STORAGE I — 1005 100 Vestibule 6'-� 7'-0' A AL/GL AN. 1-3/4' ALUM AN. A - Daubie H: Daor STORAGE I ! i3 108 3;I i 102A 102 ConFererlce 3'-0' 6'-81 D SCW BIRCH 1-3/4' HM PTD C - I I I I I N 103A 103 Ladies' 3'-0' 0-8' D 5CW BIRCH 1-3/4' HM PTD C 10'� I ! I I i i 104A 104 Merls' 31-0' 6'-81 D SCW BIRCH I-3/4' HM PTD C - ;n 105A 1105 CaTidor 3'-0" 0-8' D SCW BIRCH 1-3/4' IflM IPTD C - i 1 1 I i 1 NOTES_ I i i i I I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. I 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. � - - --- --- - - - _ - --_-__-- t( C.2 -_• 't'• -- ---_--_•- 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. - - - - - - - - --- --- - - - - - --- - I I wlex >� w18x6o ;_---- I -- _ Proposed Site Plan For: I RE1fiATlONSI A - SURFACE MOUNTED CLOSER, DOOR 5WEEPS, WEATHER STRIPPING, PULL BAR AVGL - ALUMINUM AND GLASS ! i I ( I II j EXTERIOR, PU514 BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT I DOOR TO BE OPEN DURING OPERATION HOURS HM- HOLLOW METAL5CW - SOLID CORE _ a B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR 5CW/GL - 50LIDD CORE WOOD AND GLASS e C o 1Z C STORAGE i i I WITH KEYED EXTERIOR LOCKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH 504EDUL.E FOR COLOR I_r �I log �°,I r�I I I— NA - NOT APPLICABLE Water Sports i 1 I C - SILENCERS ON DOOR FRAME SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET PLY - LAMINATED PLYWOOD I ! Ix %9 xl xl1 I I WALL MOUNTED DOOR STOPS, BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH OI� �I �I �I; 1 Z. AN. - ANODIZED ALUMINUM FIN154 I i I I� 3; 3; III I I n --1 D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS LOCKSET, WALL MOUNTED DOOR STOPS. I 2 _� Ii I 1i 2 A4 0 0A4.00 - — — — -- — --- — — — — — — ----- — —--- ---— --— --- _— 3 IN `�` - 46770 County Road 48 r i I I Southold, New York I LADIES' I i i S.C.T.M.#I000-55-5-9.I F1031 I 1 REVISIONS A I ARC COMM NT REVISED AS PER I ( , OFFICE O II - I I CORRIDOR Flo] ; !_� A 105 I i T O PLANNING COMMENTS i I I I I I Wi I -2023 RE77=3 AS PER A _— I A3.00 O PLANNING COMMENTS .PLANNTNG COMMENTS IZEVISE13 AS PER I CONFERENCE B I it I S PLANNING COMMENTS I, _ BUILDING PERMIT I ' i01 I; wl O SET 2.1 I I i i I VESTIB LE I t 2,1 7 4-I2-24 LIGHTING UPDATE 100 is i' i�- - -- - - I W 14 X W 18 X 35 4-24-24 FRAMING UPDATE'Ida -- - - -- - ---- - - - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - 1—lI U -U -2AI3UILDING lid I I I.3 J i SALES/ SERVICd III ; -' COMMENTS log O 9'-1 1/2' 9'-lA I,fi2" 9' I/2" g,-1j I ' 1 O : t ' 11 f � KD ------------- - - --- --- - ------------------ ------- I I I ! FRAME --- --- --- =t 6-4i2 R.O. 11 O---------- , I- � 21 ALUM. FRAME O ! I ! I I I I cr O 4 j 1 I ! ! i/ \�� i�/ F.W.G. A4.00 I I I A4.00 a TEMP. ODTEMP.A4.00 o1 d i m I.1 - - - - -- - - - - - - - - - - - --- - _____________—_____-__ —- ---- - ._._- -j-► --- -- -- -}-----------------------i- - - +- - - - - --- I.I ----------------------- Il'-0" 18't0' II'-0° 14'-1 1/2' q'-q' 101-01 4'-I I.o i ! I.o • • SEAL I i i i 0-of6'-11114' A � 201-0' 20'-0' 15'-0' 23'-01 I ELEV. O ELEV. @) ELEV. O ELEV. O //// DWR ELEVATION DETAILS scale: 1/4" = 1'-0' ac -I.00 �9 029169 d OF t4 FIST FLOOR style: 1/8' = 1'-0' 1 -1.00 Propzecl — 6,g26 5Q.F1. Copyright 2022.STROMSKI architecture,p.c.All rights 21 ALUM. FRAME reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized 61-11 R.O. alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are. TOPOF W!NDO14 an instrument of service and are the property of the Architect 121 -O' These drawings and specifications are not to be used on any other project,except by written permission of the Architect i PROJECT NO. 2I-AR049 O [Y 4 1 2' ALUM. FRAME SCALE As Noted DATE I I/I0/2022 2 ALUM. FRAME 4'-1' R.O, -w,' 6'-1' R.O. 6'-I' R.O. DRAWN BY TI,D/RS CHFCKED BY RS TOP OF WI TOP OF i11N OF WI _ r _2" - _ _ _ TOP OF WIN 6' -II' A.F. DOW . `SECOND FLOOR) 6' -11' A.F. . SECOND FLOOR) 71 _20 TITLE d d a< o Proposed _ wrrom OF sT 1' 1'-10' I'_IO' 3'-2" W2 � 21 4 2' 6'-011 Building Plans TEMP. FIN1514 $�- FIND FLOOR FINISH FLOOR FIN1514 FLOOR 01-011 01-011 O'-0' 01-0' WI y,� W3 SHEET O " I fl ;i WINDOW E!"ATI DETAILS scale, 1/4 = 1-0 -l.00 All ( A $ G E . WINDOW SC14EDJLE (EXTERIOR) DOOR SCHEDULE (EXTERIOR) i " " i " A4.00 1— " LOCATION OPENING DOOR FRAME FIRE _ r 20-0 20-0 19-0 19 0 LOCATION GLASS " NO.1 (ROOM#) WI)TH HEIGHT FRAME GLASS FINISH THICK REMARKS NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL_ FINISH HRDWR. RATING REMARKS � � Wi See Pkm 4'-0' 4'-0' ALUM. CLEAR AN. is GLIDING/VENTED IOOA 100 Vestibule 0-0' 7'-0" A AL/GL AN. 1-3/4' AWM AN. A - Double H Door - j I I i : r : r r : r : r r architecture,1 , . . W2 See Pta�s b-0 6-0 ALUM. AW. AN. I FIXED WITH APPLIED GRILLES IOBA 10B 3-0 7-0 B HM PTD I-3/4 HM PTD B - Wrimid Door with KD Frame 1 W3 See Plate 6'-D' 4'-0' ALUM.I AW, AN. IN FIXED WITH APPLIED GRILLES iMB 109 storalp 3'-0' 7'-0' B HM PTD 1-3/4' HM PTD B - N1Wd Door with KD Frane j ! 5 iO4A 109 Stmom V4 7'-0' B HM PTI) 1-3/4' HM FM B - 14kwd Door with KD From ,g 09 109 Storage ib' 14'-0' Elev. Steel PTD. — Steel I PTD. — — Overhead Door with P.O.BOX I2S4 JAMESPOWr NY I I947 J'-- — — —— — — — — — — — — — — — — — — —--— — — — — _ — _ — / NE , C109 109 Storom iO4 14'-0' Elev. Steel PTD. steel PTD. Overhead Door with Opmw PHONE(63I)779 2832 FAX(63I)779 2833 -- —-- - - - -`- - - - - - - - _ Elev. Steel PTD Steel PTD Overhead Door with- - -- -- -- ! ILLS I UM GIOB 108 ib'-0" 12'-0' --- --- --- --- -------------------- - -------- --------- 4.1 I. PROVIDE GYPSUM RETLRNS AND 5/4 WOODS GL - M D G S w I I I TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 5107 107 Sales/Service I6-0 14-0 Elev. AL/GL AN. - ALUM. AN. - - Overhead Door with Operier 2. INSTALL EXTERIOR WiN)OWS 1-1/2' PROUD OF THE TEMP. - TEMPERED GLA55 Cl07 IOl Sclea/5ervice I6'-0' 14'-0' Elev. AL/GL AN. ALUM. AN. Overhead Door with Over ' I STEEL FRAMING. WHITE- PAINTED WHITE A201 201 5 61-0" 6'-I1, G WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E label NOT AN EXIT l i I i I NA. - NOT APPLICABLE 5201 201 3'-0" 7'-0' 8 HM PTD I-3/4' HM PTD 8 - N 1 j i Sta►age inQed Dori with KD Frane 3 I I I 3 AN. - ANODIZED ALUMINUM CLEAR - CLEAR INSULATED GLAZING E A4.00 I I i ( ✓ ! ; N-40'or AW. - ACID WASHED I' INSULATED GLAZING r(ROOM N OPENING DOOR FRAME FIRE I ( i E ) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL, FINISH HRDWR. RATING REMARKS STORAGE ! -ule 0-0' 7'-0' A AVGL AN. 1-3/4' ALUM AN. A Double I Darr I 201 ! M 103A 103 Ladies' 3'-0' 6'-B' D SCW BIRCH 1-3/4' HM PTD G - 0104A 104 Mars' 3'-0' 6'-6' D SCW BIRCH 1-3/4' HM PTD G Is 105A 105 Corridor 31-0" 6'-6" 1 D 5CW I BIRCH 1-3/4' 114M IPTD I C I - I � A3,10 i I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. li I I I I 4 - - - - - - -- ---- - - - -- - - - - e +- ---------------------- -- - - -. +--------------------------— - - - --- �4� 3. INSTALL 1-1n' PROUD Proposed Site Plan For: - - - - - - - _ - �./ EXTERIOR STOREFRONT DOORS D OF THE STEEL FRAMING. - —- - - - - ABBREVIATIONS: I I I HARDWARE: : I j ( WI I m A - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AL/GL - ALUMINUM AND GLA55 EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR, LABEL ALUM. - ALUMINUM STOREFRONT I I I DOOR TO BE OPEN DURING OPERATION HOURS HM- HOLLOW METAL p e C O 1"]1 C I SCW - SOLID CORE WOOD I I I I j I I B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID GORE WOOD AND GLA55 WITH KEYED EXTERIOR LOCICSET AND EXTERIOR PULL HANDLE. NPTD- PAINTED A - NOT APPLICABLENISN SCHEDULE FOR COLOR Ater Sports C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD j I 1 WALL MOUNTED DOOR STOPS. AN ANODIZED PAWMM5H WITHFINIS CLEAR SATIN POLY FINISH D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS ` 1 L-OCKSET, WALL MOUNTED DOOR STOPS. i , I I it I I Wi it 2 _ 2 9 i A4.00 - - - - - I - - - - - - - - - - - - - - - -- - - - - -� - --- - ! - - - I J1 - —�- — A4.00 3 I 46770 County Road 48 j I Southold, New York i i O S.C.T.M.#I000-55-5-9.I I l i REVISIONS 4-I2-2023 REVISED AS PER ARC COMMENTS `; o O PLANNING COMMENTS i I to 3 PLANNING COMMENTS i l I i r1 cl II i STORAGE i 2070 i ®PLANNTNG COMMENTS AS MR i ! I i O PLANNING COMMENTS I I 2.1 O 4-I2-24 LIGHTING UPDATE ` I I j W2 W2 }� o i — -- - - - - -— - ----------------------- __--___-_--_�__=Q7EMP. _=-____ -____ '_�__ ---= ®4-24-24 FRAMING UPDATE 2 - - - - - - - ----------- - - - ------ --- -.._._�._.—.- --- - - - - - - - - - - ------------ - - L - - - - - ------ - ! - - - - - - _ ---- 9 cz /�- I ------- I -- ---- --- --- ---- -- - - --I � - -- - -- - - - - - - - - - -- s .•\ O COMMENTS c� I i � � ! I 1 O I � 6'-4 1/2' R.O. FRAME 3'-0r 0-0 R.O. I 1 OALUM. FRAME F.W.G. A4.00 d / O E j A4.00 TEMP. n p TEMP. O I j i 1 N \ / \\ i 1 \ - - - - - - _ - - - - - - - - - - - - - - - - - - - - - ----------------------i ---- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - ------------- _-__--_-------------- -- ------------------- SEAL I i I I 5'-il1/4' i i i I i b='0" ARC 1 20'-0' 20-0' I 15'-0' 1 231-0" I ELEV. O ELEV. O ELEV. O ELEV. O a '.a ( A 3 ELEVATION DETAILS Scale: 1/4' = 1'-0' O2916g Cyr -I.10 "�j OF N� 1 SECOND FLOOR Scale: IN 1'-0' -1.10 Proposed — 2,597 Sal FT. Copyright 2022.STROMSKI architecture,p.c.All rights 2' ALUM. FRAME reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthoruxd 6'-1' R.O. alteration of these docecmmts is a violation of the New York State Education Law.These drawings and specifications are. TJ'P OF WI an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any 12' —0' other project,except by written permission of the Architect. PROJECT NO. 2L-AR049 ci (z " ALUM. FRAME 2' ALUM. FRAME SCALE As Noted DATE I I/I0/2022 _4 2 1, 4-1' R.O. "I 04 R.O. 04 R.O. DRAWN BY TLD/RS CHECKED BY RS TOP OF WINDOWAN _ OP Of WI _ TOP OF WINDOW - Tom' OF WIN TITLE 7 -2 6' -11' A.F. iSECOND FLOOR) — 6' -11' A.F. SECOND FLOOR) 7 -2 d o 61_01 Nr Proposed IL 4— _ 113MO�9 OF ST I'-10' 1'_10" N 3'-2' W2 �° 614 Building Plans 2' 4'-0' 2' TEMP. FINISH FLOOR - FIND b'-0" FIN1514 FIN15" FLOOR, 0'-0" 0'-0" 0'-0" 0'-0:: WI W2 W3 A SHEET O O A — 2 WINDOW ELEVATION DETAILS Scale: 1/4" 1'-0" A1 • 10 -I.10 EXIT EQUIPMENT SCHEDULE REFLECTED CEILING LEGEND Ir I ! ! SYMBOL DISCRIPTION architecture, C, _ ... _ I - r ! 15 x 22 LED LITHONIA IB- SERIES III-BAY uG14r EXIT EXIT EMERGENCY LIGHT� FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP IBN 15000LM-L/LENS-MD-12OV- IO- - 1 y y A L J 1 --� y-- EXIT JAMESPORT.NY 11947 �--------------- - _ ---------------------------�_= ! � � 80CR1 P.O.BOX I254 --------------------------------- ---------------------------------- ---�----------- DIRECTIONAL IXIT EMERGENCY LIGHT ARROW DENOTES DIRECTION) - AX(631)779-zs3a PRONG 63I 779-2832 F - - - - - -- -- - - - - - - - - - - - - - I - - - - - - - - - - - - - --� 10" X48' LED LITI-IONIALBL SERIES WRAPAROUND LIG14T I EF2 EMERGENCY LIGHT PACK FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP LBL4-4000LM-SOCRI-35K-MINIO-GZT-MVOLT IOn n I X 48 LED LITHONIA MSL SERIES LOW BAY LIGHT FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP i M5L-8000LM-ULV-12OV-GZIO-40K-80CRI •--- F I ST( I dE I i 2' X 2' LED TROFFER LIGHT GTL SERIES BY LITHONIA I I i I I i I j 2GTL2-33L-12OV-EZI-LPB35 ICJ EXHAUST FAN 100 CFM NUTONE QUITE SERIES - v✓ � DUCTED TO EXTERIOR!l , l i i i i j 6' LED RECESSED NEW CONSTRUCTION HOUSING WITH I ' I i I I I I I ` WHITE LED TRIM. 3000K LDN6 ROUND SERIES BY LITHONIA 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - I LDN6-30/i5-LD6-WR-LSS-TRW-120V-GZI Proposed Site Plan For: I i I I I I I I I I i I I I C I I I 1 i i I 5/B" GYPSUM BOARD i I I I I I I I I I i WHITE PVC TRIMBOARDs P e c o nl C 0G ' EXPOSED TO STRUCTURE Water Sports ; I ACT 8'-1' ACOUSTIC CEILING HEIGHT 8'-1' I I I I i I I I I I I I I I I i I 1 I I WHITE PVC T E G NOTE,STEALTH 1. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION V-GROVE TRIMBOARDS i I I I I I I I I 2. CEILING MOUNTED FAN TO BE BIG ASS FAN es6 64" DIAMETER IN .BLACK ALUMINUM PROVIDE REMOTES FOR EACH UNIT T AS WELL. I I i I I I I I I Q lH i i 2 3 I j i i i i 0 46770 County Road 48 0 ME S, i Southold, New York I i S.C.T.M.##I000-SS-S-9.I I I0 i 1 I I I I I I I I I 9 REVISIONS I I I I I I I I I I EVISIOI I 0 Fir- ' I I ARC COMMENTS 4-I2-2023 REVISED AS PER ( l i i i i 1 G qR1R OI ® I I I I ! I I I I O® PLANNING COMMENTS L I I I I I I I I I I O PLANNING COMMENTS f ON RE CE ii iI - - 4N NTNG COMMENTSI ® i ® I 5I I PLANNING COMMENTS , O SET s 2.1 i i i i i j i i i i 2.1 7 4-I2-24 LIGHTING UPDATE •� I 1 I I I I I I I � � i � ---- -L - r------- t - - l- - - T I- - - - - _— 8 4-24-24 2 ®4-24-24 FRAMING UPDATE OS-07-24 BUILDING MALES/'SERVI� I I I I I i O I COMMF.NT5 I i 1 70 I i I I I I i 1.3O i I i I I I i I I I I I I I I I I I I i I WHITE PVCi T t G STEALTH WHITE PVC TRIMEOARDS O V-GRdVE �R:MBOARDS I I I I I I I I I I I i i I i l i i i i i i j O I � � I ; � ; I � I � ► ! I I ------------------- I I I I I I I I I I I O 1.1 -- - - - - - - - - - --- - - - - - - - - 11 SEAL i i l JI i i I i j I ' r / AR Cyi C C.I D D.I D.2 F �9� 02916g Q¢ � FIRST FLOOR RJEFLECTED CEILING PLAN Scale, 1/5' 11--0' dF N Copyright 2022.STROMSKI architecture,p.c.All rights reserved.-Ihe Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 21-AR049 SCALE As Noted DATE 11/I0/2022 DRAWN BY TLD/RS CHECKED BY RS TITLE Proposed Reflected Ceiling Plans SHEET m 00 .,'N I QU I TMENT SCHEDULE EXIT E P REELECTED CEILING LEGEND SYMBOL DISCRIPTION architecture, p.c. 15' X 22' LED LITHONIA IBH SERIES 141-BAY LIGHT i 5 EXIT EXIT EMERGENCY LIGHT ® FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP I ! I IBH-15000LM-ULEN5-MD-12OV-OZIO-40K-BOCRI P.O.BOX I2S4 �../ - - - - --- ---- --- ---- - -- - - - J AMF..SPOR-r NY I I947 �. --------...---j-•---------------•------------------ -------I--------------------------------------- -----�-------------------------------------------f- —!- .� PHONE(63I)779-2832 FAX(63I)779-7.R33 ........ EXIT DIRECTIONAL EXIT EMERGENCY LIGHT (ARROW DENOTES DIRECTION) r - - --- --- - -- - - - 4.1-------------------------- 10 X 48 LED LITHONIA LBL SERIES WRAPAROUND LI EMERGENCY LIGHT PACK FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP I i I i I 1 j LBL4-4000LM-BOCRI-35K-M►NIO-GZT-MVOLT l s i q 10" X 48" LED LITHONIA MSL SERIES LOW BAY LIGHT FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP MSL-BOOOLM-ULV-12OV-GZ10-40K-BOCRI ® i I STORAGE ! r C� 0 I i I i i i i i 201 j 2' X 2' LED TROFFER LIGHT GTL SERIES BY LITHONIA 2GTL2-33L-120V-EZI-LP835 EXHAUST FAN 100 CFM NUTONE QUITE SERIES - \CJ DUCTED TO EXTERIOR I I I i I I 6' LED RECESSED NEW CONSTRUCTION HOUSING WITH 1 O WHITE LED TRIM. 3000K LDN6 ROUND SERIES BY LITHONIA 4 LDN6-30/15-LD6-WR-LSS-TRW-120V-GZI ------------ - Proposed- - - - - 5/B" GYPSUM BOARD P e C O rl 1 C EXPOSED TO STRUCTURE Water Sports ! ACT B'-11 ACOUSTIC CEILING HEIGHT B'-1" i i i i i i i NOTE: j i i i j 1 i j I. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION i i i i I i 1 i i i 2. CEILING MOUNTED FAN TO BE BIG ASS FAN es6 B4" DIAMETER IN BLACK ALUMINUM. PROVIDE REMOTES FOR EACH UNIT AS WELL. I I I I I I I t I a -------------•-- ----i------ - - -i -�-- -- 1-----------i----- I------- , ----------- i 46770 Coup{-�' Road. 48 Southold, New York `, i 1 ; IiI I I I i I S.C.T.M.#I000-55-5-9.I j i i i j i i i i j 0 0 0 I REVISIONS 4-I2-2023 REVISED AS PER I I I 1 ! 1 I I I ! I O ARC COMMENTS I I I I I I I I 2 PLANNING COMMENTS 5-4 2023 REVISED AS PER O3 PLANNING COMMENTS i i i I i i i i i i ! STORAGE I j i i I i j i i i i I 200 i ®PLANNING COMMENTS AS PER I i i I i l i i 1 ER 1 ® I COMM I � I , O PLANNING ENTS SET D4-I2-24 LIGHTING UPDATE - - - - - �2 --- - - 1-- - - - - - - - - - - - - - � - - - - - - - - - - - - —..-- - -F—I - - -- -� ®4-24-24FRAMINGU UPDATE- - - --- - - - - - - - - - - - - - - - - - -------------------- L-rJ .—T-- — ---- ------ 05-07-24iUILDIN C ---------- - - - - - - - - - - - - - - -- - - - - O COMMENTS O i lO i I I i I I I I I I I i I Ob 1 i SEAL i i i I i i I i i i (MA% n A B C C.I D D.I D.2 F �"QJ 02g16g 04 OF t4 i SECOND FLooR REFLECTED CEILING PLAN Scale, va' • I,-0' -2.10 ' Copyright 2022.STROMSKI architecture,p.c.All tights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. a PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 DRAWN BY TLD/RS CHECKED BY RS TITLE Proposed Reflected Ceiling Plans { SHEET FL 10 — . STEEL C 12 X 20.7_7� STAIR STRINGER Q ------ — --11271 j II I I I I I I I I I I I I DOOR SCHEDULE (EXTERIOR) I I A I I I I I I I I I I I I LOCATION OPENING DOOR FRAME FIRE a I I I I I I I I I I I I I ( / NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15N THICK MTRL. FINISH HRDWR. RATING REMARKS .,...... �.. ..,.�.,.. --L_1--'--'L--'--1---�--L--1--L-1--- -- - _ _ _______.___ ----- ------__--- Tom too Vestibule 6�-0+ T-0' A AVGL M. 1-3/4" ALUM AN. A - Double H Dow architecture,— — — — — — — — _ _ IOBA l08 3-0 7-0 B HM PTD 13/4 HMp.c. — — — — — — — — — — — — — — - __--- — — — — — — — — — � � PiD B H Door with KID Fran - - — ------ ------------------- 108B too 3'-01 7'-0' B HM P7D 1-3/4' HM PTD B - H Door with KD Fran • • 34' HIGH 1-1/2' PIPE RAIL HANDRAIL I , , " " - I IOgA 10q 3-0' 7-0 B HM PTD 1-3/4 HM PTD B Hi Door with KD Fran ' I ll'-O' (12 EQ. TREADS) B109 109 10-0' 14'-0' Elev. Steel PTD. - Steel PTD. - - Overhsod Door with P.O.BOX I254 JAMESPOR'r.NY 11947 C109 109 1b'-0" 14'-0" EIGV. JAUGL PTD. - Steel PTA. - - Overhead Door With PHONE(63I)779-2832 FAX(63I)779-2933 I'z- B107 107 5dles/Servfce 16'-0" 14'0' Eley. AN. - ALUM. AN. - - Overhead Door with Opffrx I I j GI07 I07 Soles/SeMce 16'--0" 14'0' Elev. AN. - ALUM. AN. - - Overh-A Doan with Owff A201 201 5 6'-0" 6'-11, C VINYL - WD VINYL - - ANDERSON FWG 6%11L Label NOT AN EXIT5"1 ZO1 Storage 3'0' 7'-0' B PTD 1-3/4' HM P D B Hinged Door with KD Fran I I DOOR SCHEDULE (INTERIOR) I I LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINISH THICK MTRL. FINISH HRDWR. RATING REMARKS I1 (I I 100B 6'0"100 Vestibule T-O' A AVGL AN. 1-3/4' ALUM AN. A - -Double Door 102A 102 Conferalce 3'-0' 6'_8" D SCW BIRCH H1-3/4' HM Pm C 103A 103 Ladies' 31-0' 6'-8' D SCW BIRCH 1-3/4' HM PTD C - 104A 1104 Mars' 31-0' 61-8" D SCW BIRCH 1-3/4' 14M Pm C j l I 105A 105 Corridor 3'-0' 0-8' D SCW BIRCH 1-3/4" HM PTD C - I ' I ( j II NOTESt • I 1 I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. I ----- I i 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. g II 1 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. Proposed Site Plan For: 1 1 I l i I i HAE ABBREVIATIONS= I I A - SURFACE MOUNTED CLOSER DOOR SWEEPS WEATHER STRIPPING,I Ikil I , , PULL BAR AVGL - ALUMINUM AND GLASS EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT • j11 I 1 I ; I ; DOOR TO BE OPEN DURING OPERATION HOURS L CORE wooD P e C O 111 C I 1 I I I ; I ; B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID CORE WOOD AND GLASS I ( ( ( II WITH KEYED EXTERIOR LocKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLOR Water Sports 6' C-JOIST METAL WALL DOOR ��• I I I I NA - NOT APPLICABLE I I 1 I I C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH I i I 1 1 � I ! I N. - ANODIZED ALUMINUM FINISH 1 FRAMING @ 16' ON j I W3i D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY A Alen. - SEE BUILDING ELEVATION DRAWINGS CENTER Ii ( j i LOCKSET, WALL MOUNTED DOOR STOPS. j ( I LINE OF 5EJI�STORY I I 1 I DECK ABOVE I I t o WINDOW SCHEDULE (EXTERIOR) LOCATION GLA55 NO.: I I I (ROOM >k) WIDTH HEIGHT FRAME GLASS FINISH THICK REMARKS j i 1 i i I i WI See Pkm 41-0" 4'-0' ALUM. CLEAR AN. 1' 1 GLIDING/VENTED 46770 County Road 48 ' I I I I W2 See Plals ,-o' 00" ALUM. AW. AN. IN FIXED WITH APPLIED GRILLES Southold, New York LINE ABOVE STORY ; I i W3 s� Ptak 6'-0" 4'-0' ALUM. AW. M. I' FIXED WITH APPLIED GRILLES S.C.T.M.#I 000-55-5-9.I ABBREVIATIONS: REVISIONS LINE OF SECOND STORY STORAGE I I. PROVIDE GYPSUM RETURNS AND 5/4' WOOD 51LL5 AVGL - ALUMINUM AND GIA55 4 TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 4-I2-2023 REVISED AS PER j FLOOR ABOVE 106 I II'- " (12 EQ. TREADS) 3" j I I 1 I I M131 2. INSTALL EXTERIOR WINDOWS I-V2' PROUD OF THE TEMP. - TEMPERED GLASS I I I O ARC COMMENTS STEEL FRAMING. WHITE- APPLICABLE - -I r--I--r--1 -r-�--r-7--r-r- I AN. - ANODIZED ALUMINUM 2 PLANNING COMMENTS I I f I I I I I I I I _ CLEAR - CLEAR INSULATED GLARING 3 I 1 I AW. - ACID WASHED I INSULATED GLAZING O PLANNING COMMENTS j I I A4.10 I I I I I I I I I I I I I ( 4., ,- I I - - PLANNING COMMENTS ' - - AS PER 1.1.00I I _ O PLANNING COMMENTS • • N OSEI 1-1/2" DIAMETER PIPE RAIL HANDRAIL • • J 4-I2-24 LIGHTING UPDATE • • I CONCRETE FI N STEP. PAN STAIR l MENS' STEEL C 12 X 20,7 ®4-24-24 FRAMING UPDATE- LADIES 104 STAIR STRINGER I U5-U -24 3UILDING I CC, MF.NTS I I 1 A3.20 I I O I• '0 I 10 I OFFICE 101 I I O I O CORRIDOR i I' I , I j l05 I� 1-5 BN 13'-7 3/8' I I O , I II _ SEAL I II ; I � I ARC, l +� CONFERENCE [a] I I -k _ loz 1 N I v I II T 5/1 I �'QJ 029169 a@ 5/8' In VESTIBULE 6J 6 METAL FRAMING 16 r /--- 2.1 OF N 100 ON CENTER (6005200-54). TYPICAL ALL EXTERIOR WALL • I � FRAMING c? T •I ,, ° • _ - Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized -- ----------- __ alteration of these documents is a violation of the New York A -- - I ----- ----- ---------- — — re Education Law.These drawings and specifications are ----------__---- - -------------_--- -- -_�(��— _--_-- �- -- ---- � � I -- tnsm=mentofservice and are the pmpettyof the Architect. `—/ State an I I T These drawings and specifications are not to be used on any I other project,except by written pertnission of the Architect. �- q'-10 1/2'I q'-I 1/2" q'-) I " PROJECT NO. 2I-AR049 I V J V i I I ; Q `,�-- .3 SCALF As Not DATE I I/I0/2022 III 19. i ' I I i I I DRAWN BY TLD/RS C14FLCKED BY RS - j ( 4' X 4' X 1/4' STEEL 3-5/8' 20 GAUGE I I I TITLE TUBE COLUMN ( METAL FRAMING I I I � I ' J - ------------------- i- ----------------- ----I W 8 x 18, W 8 x 18 ------ - W 8 x I8 _ 2 oLJ 1 . ------------------ ------------- - ---------------- ----------------- --- --------------- - ------------------ ' Partial -i� I I j Building Plan I I I I I Details PARTIAL FIRST FLOOR Scale- 114" = 1'-0" SHEET C C.I D D.I D.2 F k - 3 * 00 3'-6' HIGH GUARD RAIL MADE WITH I 4/4,OF 1-1/2' PIPE RAIL AND CHAIN LINK STEEL C 12 X 20.7 MESH I STAIR STRINGER DOOR SCHEDULE (EXTERIOR) I i r LOCATION OPENING DOOR FRAME FIRE �,,...��,.� �_ ,, }T 1 NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINI511 THICK MTRL. FINISH HRDWR. RATING REMARKS 2 5 IOOA 100 Vestibule 04 7'-0' A AVGL AN. I-3/4' ALUM AN. A - Dade H Door 3'-0' T-0' -3/4' withr CC 31t€'CIL11 3.». 108E 106 3 7-0 B HM PTD 1-3/4' B i - ------------ --- ---- - - -- - - -- - — - -- -- ---- — - -- - — - -- - -- -- ---- -- ---- ------------------ PMD B Nl Doer with KD Frwna N Door KD Frame i 1 r 109A 109 Stmm 3'-& T 0'" B HM PTO 1-3/4' HM PTD B - Hi Door with KD Frame p.o.BOX I254 JAMESPORT,NY I I947__—__ __—__—__.J 5109 109 5 I6-0 14-0 Eiev. steel PTD. Steel i'CD. - - Ovd head poor with -- `°-- — 10-0' 14'-0' Elev Steel PTD - Steel - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PTD. Overhead Door with C109 lOq - PxoNr:(hal)779-2832 FAx(631)779-2833 -------------------- -- --- - ----------------------- -------- -— ------------------------- CI08 108 10-0' 12'-0' Elev. Steel PTD. - 5twi PTD. - - Overhead Door with Opew ------------ -- ------------ --- - 34' NIGH 1--1/2' PIPE RAIL HANDRAIL —� B107 107 5dkWService 1614 14'-0' Elev. AUGL AN. - ALUM. AN. - - Overhead Door with Operw ;g 10'-1' (11 EQ. TREADS) �," 11'-0" (12 EQ. TREADS) CM 107 Sales✓Satdce 10-0' 14'-0' Elev. AUGL AN. - ALUM. AN. - - Overhead Dori with Opew MI 201 S 6-0 6 II C WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E Label NOT AN EXIT "v B201 201 Starve V4 7'-0' B 11M PTD 1-3/4' HM PTD B - Hired Door with KD Frame 1 DOOR SCHEDULE (INTERIOR) LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL. FINISH HRDWR. RATING REMARKS 1008 100 Vestibule 0-0" T-0' A AUGL AN. 1-3/4' ALUM AN. A - Double 14hmd Door i 102A 102 Confacre 3'-0' 0-8' D SCW BIRCH 1-514' HM PAD C - ' I 103A 103 Indies' V-0' 0-0 D 5CW BIRCH 1-3/4' HM PTD C 104A 1104 Mars' 31-0' 6'-8" D SCW BIRCH 1-3/4' HM PM Ic I - 1 — 105A 1105 Corridor 31-0" 6'-8" D 5CW BIRCH 1-3/4' HM PTD C I - 1 I � 1 ji I I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. Proposed Site Plan. For: HARDWARE: ABBREVIATIONS: O A - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AUGL - ALUMINUM AND GLASS 1 EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT DOOR TO BE OPEN DURING OPERATION HOURS 5CW HOLLOW METAL wooD STORAGE � Peconic El - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID CORE WOOD AND GLA55 201 WITH KEYED EXTERIOR LOCKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLORNA NOT APPLICABLE C� C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY-- LAMINATED PLYWOOD Water Sports WALL MOUNTED DOOR 5TOPS. BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISHAN. ANOD 1L ALUMINUM D - 51U NCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE(ZED BUILDING ELEVATIdON DRAWINGS LOCKSET, WALL MOUNTED DOOR STOPS. I 4'-0' Cr M 6' ZD 1 3/41, 1 z 3/4"3 1/4' WINDOW SCHEDULE (EXTERIOR) ----_-----.� LOCATION GLASS ----- --------------------------------------- ----- - -- --,�, --- ---------------- ROOM >« WIDTH 14EIG14TFRAME GLASS FIN1514 THICK REMARKS 1 I WI See Plans 41-0' 4'-0' ALUM. CLEAR AN. I' GLIDING/VENTED 46770 County Road 48 5'-2 a"1 3 114' W2 See Pions 6'-0' 0-O" ALUM. AW. AN. IN FIXED WITH APPLIED GRILLES Southold, New York W3 See Plans 6'-0' 4'-0' ALUM. AW. AN. I' FIXED WITH APPLIED GRILLE5 i S.C.T.M.#I000-55-5-9.I I II ABBREVIATIONS. REVISIONS I. PROVIDE GYPSUM RETURNS AND 5/4' WOOD SILLS AL/GL - ALUMINUM AND GLASS WI I TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 4-I2-2023 REVISED AS PER 2. INSTALL EXTERIOR WINDOWS 1-V2' PROUD OF THE TEMP. - TEMPERED GLASS IO - - oCABLE j b' I STEEL FRAMING. WHITE- P�AIt� IZ 32'-2' 5'-6' WHITE AR C COMMENTS y AN. - ANODIZED ALUMINUM Q PLANNING COMMENTS u+ � � CLEAR - CLEAR INSULATED GLAZING - AW. - ACID WASHED IN INSULATED GLAZING O PLANNING COMMENTS ®aA I j PLANNING COMMENTS I ' 9-12-2023 REVISED AS PER rANO PLANNING COMMENTS O3'-6' HIGH GUARD RAIL MADE WITH I I SET I-In' PIPE RAIL AND CHAIN LINK I j l O 4-I2-24 LIGHTING UPDATE n MESH ` r- j I `r 8 4-24-24 FRAMING UPDATE � O COMMENTS � O ' o o i 1-1/2' DIAMETER PIPE I co I I , in I RAIL HANDRAIL 1-1/2 STEEL PIPE RAIL O ' CONCRETE FILLE O � STEEL PAN STAIR 3'-6' HIGH(LOW WALL WI I i 5'-0' S'-0' STEEL C 12 X 20.7 TO ACT A$ GUARD STAIR STRINGER RAIL :::N% 1 l l l j I I I I jA4.10 1'-0' rn I i O .r O 1'-2' li'-O' (12 EQ. TRAEDS) 3'-6" r^ I-1/2' RAIL POST FLOOR BLACK VINYL COATED MOUNTING FLANGE C14AIN LINK 41-6" 19'-3' 1 81-5" 41-0' 6' 1141 ANCHORED TO STEEL PIPE ANCHORED SEAL CONCRETE SLAB ARCS 2 TYPICAL STEEL GUARD RAIL DETAIL ELEVATION scale, 1/4" - i'-O" tz• srRo�,r 616 METAL FRAMING ON CENTER (6005200-54). I „ ' TYPICAL ALL EXTERIOR WALL } FRAMING i I � O2g16g Q� i I 1 THREE SECTIONS OF RAILING TO BE Copyright 2022.STROMSKI architecture,p.c.All rights INSTALLED 50 THAT THEY CAN BE I reserved.The Architect reserves the right to reproduce this REMOVED EASILY FOR LOADING OF I design in its entirety or any portion thereof.Unauthorized �? u, STORAGE MATERIALS WHEN NEEDED o alteration of these docutnenrs is a violation of the New York State Education Law.These drawings and specifications are and are tt1 an tect T7iese9 drawings ent and specifications are not to be used operty of the n any other project,except by written permission of the Architect. 1 I , STORAGE I I PROJECT NO. 27 7 1 200 I SCALE As Noted DATE I I/I0/2022 R ' I DRAWN BY TLD/RS CHECKED BY RS TITLE 1 m i ' I Partial 2.1 Building Plans Details -------------------------- _i ----- __.--_ _____.____ --; -- ---- --- --- ---- -- ---- - ;— ---- ---- --- ----- --- ---- ---- -- ----- -- ----- ;------------------� SHEET F PARTIAL SECOND FLOOR Scale: 1/4' . 1'-0' -- C � -3.10 A3010 DOOR SCHEDULE (EXTERIOR) ._.,,,. LOCATION OPENING DOOR FRAME FIRE p .,....- 4. .. - . . NO., (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINISH THICK MTRL I FINISH HRDWR. RATING REMARKS I �_ N BrchiteCt«t. re, .C. IOOA 100 Vestibule 6'-0" 7'-0' A AVGL AN. 1-3/4' ALUM AN. A Double H Door 1011A 108 3-0' 7 0 B HM PTD 1-3/4 HM PTD B - Hi Door with KD Frane 108E 108 5tame 31-0' 71-0' B 14M PTD 1-3/4' HM PTD B - Hirged Door with KD Frtiane 109A 1109 Storvg V-0' 7'-0' B HM I PTD 1-3/4' HM PTD $ Hinged Door with KD Fra11e P.O.BOX I2s4 AMESPORT,NY I I947 1 ( ( I I 5109 109 104 14'-0' Elev. Steel PTD. - Steel PTD. - - Overhead Door with J I ( GI09 109 storyp 104 14'-0' EW. Steel PAD. — Steel PTD. — — I OverKm d Door with Operw PHONE(631)779-2832 FAX(63I)779-2833 'I Ca 10B 5 10-0' 12'-0' Elev. Steel PTD. - Steel PTD. - - Ove'heal Door with �r — (——�— �——� —�-— r—�——�——T— ---------- $107 107 5ales/5evfce 16'4 14'-0' Elev. AVGL AN. - ALUM. AN. y Overhead Door with Opmw C107 107 5ales/Sevice 104 14'-0' Elev. AL/GL AN. - ALUM. AN. Owhea! Door with Opmw A201 201 S 6'4 6'-11, C WD/GL VINYL - I WD VINYL - - ANDERSON FM 60611E Label NOT AN EXIT BXI 1201 5torWe V-0' 7'-0' B HM IPM 1-3/4' 14M IPM B - Hlrged Door with KD Frarm DOOR SCHEDULE (INTERIOR) I I ( I ( ( I I I I I LOCATION OPENING DOOR FRAME FIRE a I I I I I NO., (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15H THICK MTRL. FIN15H HRDWR. RATING REMARKS o 1 1 I ( I I I I ( I I IOOB 100 Vestibule 04 T-0' A AL/GL AN. 1-3/4' ALUM AN. A - Double H Daa' 3'-0 I 16" 1 0I 31-0� 0 1 I I I I 102A 102 Werww V-0' 61-8' D SCW BIRCH 1-3/4' HM PTD C 103A 103 Ladies' 3'-0" 6'-8' D 5CW BIRCH 1-3/4' HM FM C - 0 0 IQS 105 Candor 3'-•0' 0-8' 1) 5CD1 BIRCH 1-3/4' HM � I 0 1 1 O S 5 '- — 5 O 1 g I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. ' in 7 3 1 q 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. 2 a Proposed Site Plan For: '? E-1 I �REVIATIONSe 10 :Q m 2 I 11 V-10 ' 1'•-6 ' 10 AA SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AUGL - ALUMINUM AND GLA55 `P $ EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT '^ DOOR TO BE OPEN DURING OPERATION HOURS � HOLLOW ET • pig ` Peconic _ B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR 5CW/GL - SOLID CORE WOOD AND GLASS LADIES' \ I ( WITH KEYED EXTERIOR LOCKSEr AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLOR 103 Water Sports / � ( NA - NOT APPLICABLE II - \ I C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD / I z WALL MOUE DOOR STOPS. BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH 1 AN. - ANODIZED ALUMINUM FINISH { ` � � D - 51LENCM ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS 1 6' C �f b7EE CLEAR_ Lam"_CLE � LOCKSEr, WALL MOUNTED DOOR STOPS. NS' 4 2' -A I - A / O TOILET LEGEND � 46770 County Road 48 Southold, New York NO. TO DISPENSER I . ��J BOBR CK B 2885 SURFACE MOUNTED S.C.T.M.#I000-55-5-9.I 2 WHITE TOP—SPUD TOILETS W�W141TE OPEN FRONT SEAT KOHLF-R K4405 ADA COMPLIANT FF 0 7 3 ET URINAL KOHLER K4g60 ADA COMPLIANT a REVISIONS 4 ADA COMPLIANT GRAB BAR l BOBRICK B-5B06X18 CONGEALED MOUNTING � 4AR—I2C-2023 REVISED AS PER 13 5 ADA COMPLIANT GRAB BAR BOBRICK B-5806X36 CONCEALED MOUNTING a O 6 ADA COMPLIANT GRAB BAR BOBRICK B-58O6X42 CONCEALED MOUNTING COMMENTS ac 7 SOLID COLOR REINFORECED TOILET PARTITION SIERRA SERIES IOgI (DESERT BEIGE) FLOOR MOUNTED O PLANNING COMMENTS i 8 WALL HUNG MIRROR OVER VANITY T.B.D. 24" X 36' FRAME OWNER SELECTED - g DROP IN LAVATORY WITH 4" CENTERS AND FAUCET KOHLER K2699/ K40OT70 OWNER SELECTED 1 O I-ANNI3 R COMMENTS EVISETYAS PER 10 COUNTER TOPS WITH INTEGRAL SINKS CUSTOM SEE MILLWORK DRAWINGS ' 4 PLANNTNG COMMENTS rRN 11 SOLID COLOR REINFORECED URINAL SCREEN SIERRA SERIES (DESERT BEIGE) OWNER SELECTED 5 1 ;O PLANNING COMMENTS I ' I 12 FLOOR MOUNTED UTILITY SINK WITH FAUCET E.L. MUSTEE 14CP UTILATUB WHITE IN COLOR O - - � � 13 ADA COMPLIANT WATER COOLER ELKAY EZSBL 115V/60HZ DUPLEX REQUIRED 6 SET 14 STOCK 36" BASE CABINET WITH SOLID SYNTHETIC TOP WHITE COLOR CABINET '7 4-I2-24 LIGHTING UPDATE I NOTES' 8 4-24-24 FRAMING UPDATE rA0iGENERAL CONTRACTOR TO ENSURE THE REQUIRED BLOCKING IS IN PLACE FOR ALL LISTED FIXTURES AND ACCESSORIES. L G — — I I I COMMENTS O I 1 O I O O O PARTIAL PLAN DETAIL Scale, 1/2" - 1'-0' -3. BATHROOMS AND WATER FOUNTAIN ROOF , O 13' O I SEAL --- --T_-- ----i- - i i 12" 1211 i R AR 1 1 13" �� 0 S7R0�� SERVICE ITT 11-114 I i i 1-114" 1-1/4 �, 029 1 CP 0 ' I ' OF N� 3' 3e j 31 I I TO SCHD APPROVED ��C O Copyright 2022.STROMSKI architecture,p.c.All rights SANITARY SYSTEM reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 21-AR049 Q PLUMBING RISER DIAGRAM Scale: NTS SCALE As Noted DATE I I/I0/2022 -3 SCHEMATIC DOMESTIC DRAIN PIPING DRAWN BY TLD/RS CHECKED BY RS TITLE Partial Building Plans Details SHEET 3 . 2 w d sw f% ,.., J wv., . architecture, p.c. L P.O.BOX I254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(63I)779-2933 a a a i 1 Proposed Site Plan For: a Peconic Water Sports a a 1.3 2.1 2 1.2 2 I I A5.00 ! � TOP OF i° ICJ ! ---- ---- ---------------- I ------------------- I ------------------- ! ! 2 A5.00 --}- -1-- --i- I r ! I I ( 27'-9't raj I I A5.10 rKTOP OF ROOF IPU ..IN ! j l i1:1 j i i i I i i SIMILAR vARIES --rt-------- i i i i 46770 County Road 48 ! ! C OF SPAN BEM I i i —'�, --- ° i i i 3 Southold, New York GENTEI SPANIWJEI. S.C.T.M.#I000-55-5-9.I I ! ! I I ! ( I I i ! i REVISIONS ATOP ! I ! E ! T"O� OF ! 4-I2-2023 REVISED AS PER 14'-9' i I " 14'-9' I I " O ARC COMMENTS j I _ I I - -202 C F SPAN EM PLANNING COMMENTS12 O I I m ! e I I ! ! 12'-B' p ( I ! " _37_ REV ISED AS PFTZ ® g _ 3 PLANNING COMMENTS a 3 — 'O PLANNING COMMENTSAS PER I I I I ! I I - - - I I - - i " i ! I p i i i I I O PLANNING COMMENTS d �,� $ i TOP �O 4-I2-24 LIGHTING UPDATE OF SLAB OF S 0' 0 . 0 :a - • -= I '�� ! � o" � 4-24-24 FRAMING UPDATE i R-. 9 COIvLMENTS 3 O - - 10 BUILDING t',ROSS SECTION Scale: 1/8' A I'-o' 2 BUILDING CROSS SECTION scale: va" • i'-o" 0 'O a 0--____ l O O F E C B A C B A 0 ! A5.10 ! I ! ( A5.10 SEAL ' A ATOP OF MAIN MIDGE 5.10 I I I OP OF MAIN RIDGE SIMILAR -- -- ----- -----------------F----------------------4-------------------- I �-qt, ' -�--------------------- I blRo CENTER OF 5PPOREL BEM 0 ®' 5LAB GEC" ER OF 5P SEAM __ p p OF C OF SPMOM BEAM _ J--- I i i p Copyright 2022.STROMSKI architecture,p.c.All rights 1 I I I I p I p i I D I reserved.! The Architect reserves the right to reproduce this! ! ! design in its entirety or.any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are I ! I I ( I I an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. a PROJECT NO. 2I-AR049 I ATOP Of P O SM J—_ � SCALE As Noted DATE I I/IO/2022 " ! 0:-0' i DRAWN BY TLD/RS CHECKED BY RS ! I I "• I TITLE _� BUILDI145- CROSS SECTION state: Iva' • I'-o' 4 BUILDING CROSS SECTION scale: 1/0 • I'-o" Building Sections SHEET j 2 ix_ -4 ,000 , ry I I I I I I .. 11 ) , I en I , architecture, p.c. I 0 I I P.O.BOX I254 JAMESPOR7',NY 11947 •r I PHONE(63I)779-2832 FAX(63I)779-2833 • e4. .• I d—. —•_ ,ZT.''_ ... r_ i' I e _�_ .-tea i JL I O I 0 I I I I � 1-1/2' DIAMETER PIPE RAIL HANDRAIL I I I 0 � I I 4 Proposed Site Plan For: O N 9 O econic o Water Sports I I I 0 I STEEL C 12 X X. STAIR STRINGER I I m o CONCRETE FI STEEL PAN STAIR I 0 I I I I o I'—II' ' ' 46770 County Road 48 0 I Southold, New York I S.C.T.M.#I000-SS-5-9.I I REVISIONS .. . • ; '.e • .d e. •' • .. . . �1 .: . • ".: •'d .. • ! .. .' I • G:. .: •• .• ,' ° .•d •.' 1 •.• •< .. . a : •• • 7 "• ; 4 .•. 4-I2-2023 REVISED AS PER e e ' e I I O ARC COMMENTS O419 PLANNING COMMENTS •a,•• O PLANNING COMMENTS a ' ' _ 202 3 REVISED AS PER 1 STAIR CROSS SECTION Sole- 1/2' . 1'-0' �O PLANNING COMMENTS REVISED AS PER -A.10 O PLANNING COMMENTS OSET BUILDINGJ 3 O 4-I2-24 LIGHTING UPDATE I I £ 8 4-24-24 FRAMING UPDATE o O coMMENTs I I O I 3 O 7EEL ANGLE 1/4' `Q I a 0 1 K SUPPORT FOR 'erg L GRATE TFORM ( I OI 'O I I �o O STEEL C 12 X 20.7 ( O STAIR STRINGER 1 I SEAL I-1/2' DIAMETER PIPE RAIL HANDRAIL I I R ARcAl srRQ� C3 4 STEEL REDUC ANGLERISER T 0 OPENING ( �'qJ 291�ig 4� BELOW a' � dF N� n I Copyright 2022.STROMSKI architecture,p.c.All rights I I reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York Stare Education Law.These drawings and specifications are I I an instrument of service and are the property of the Architect I I These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 STEEL C 12 X 20.7--/ b STAIR STRINGER I SCALE As Notcd DATE 7I/I0/2022 CA DRAWN BY TLD/RSI CHECKED BY RS OPEN GRATE STEEL TREAD WITH DIAMOND PLATE NOSING ` TITLE AND SERRATED TOP �S�U�R��FAyCE. PAINTED I I a i.�{.rAA� 7 Stair Sections I I I I I I I 2 STAIR CROSS SECTION sate= I/2' - I'-o' SHEET I -a-10 I I I I I I METAL GABLE TRIM BY PRE-ENGINEERED MANUFACTURER /ikTop OF ROOF PURLIFI VARIES 6' LIGHT GAUGE --- I � y.4 METAL STUD 616' ON ! CENTER 5/8' EXTERIOR GRADE I / �.,.... . E R-38 BAIT INSULATION BY I ..9 j wti GYPSUM BOARD BY PRE-ENGINEERED MANUFACTURER CER7AINTEED ..,.,. J. _� 3._...,..,:�� TANDING METAL MR-24 ROOF architecture, p.c. 'BLUESKIN' VPI60 5ELF-ADHER PANEL BY PRE-ENGINEERED ALUMINUM GUTTER— WATER RESISTIVE AIR BARRIERMANUFACTURER I ALUMINUM DRIP CAP METAL ROOF TRIM BY P.O.BOX I254 JAMESPORT,NY 11947 FLASHING WITH SWESKIN' ( I STRUCTURAL STEEL FRAME BY PRE-ENGINEERED BUILDING R-35 BATT INSULATION BY PHONE(63I)779-2832 FAX(631)779-2833 OVER PRE-ENGINEERED Alkmm OF SPAMDPZL BEAM MANUFACTURER PRE-ENGINEERED MANUFACTURER MANUFACTURER. SEE SHOP 19'-4" TANDING METAL MR-24 ROOF 5/4' X 4' WHITE PVC DRAWINGS FOR MORE INFO. PANEL BY PRE-ENGINEERED STEALTH TRIMBOARD 2' CLOSED CELL SPRAY FOAM BOARD TA TEED�� MANUFACTURER BUILT UP HEADER I —!` I I R-15 BATT INSULATION WHITE PVC FMT14 BEADHOA BY PRE-ENGINEERED 7RUCTURAL STEEL FRAME 'BIG STRETCH' SEALANT /8' GYPSUM BOARD TRIMBOARD MANUFACTURER. SEE SHOP ALUMINUM STOREFRONT DRAWINGS FOR MORE INFO. GLAZING UNIT IN X 6'.WNI PVC WITH 5/4' #2 PINE ( PACK-OUT COMB OF SPANCIM BEAM I I STRUCTURAL STEEL FRAME -� I BY PRE-ENGINEERED ( I I 1~ MANUFACTURER. SEE SHOP I 2" CLOSED CELL SPRAY FOAM A I I _� DRAWINGS FOR MORE INTO. T� WHITE POST CAP BY 'TIMBERTEC' R-I5 BATT INSULATION Proposed Site Plan For: TOP RAIL BY 'TIMBERTEC' PROVIDE 'BWESKIN' VP160 SELF-ADHERED PROPER STABLE SUPPORT FOR SPAN TREATED 4' X 4' POST 5/4' #2 PINE SILL TO ' " WATER RESISTIVE AIR BARRIER TAPERED S I I STAINLESS STEEL CABLE RAIL TREATED 2 X 4 BLOCKING AN GYPSUM BOARD P e C O nl C HIM TO PROVIDE I I PBE AINTED AND ED PRIMED I SLOPED DRAINAGE FOR " WHITE COMPOSITE POST SLEEVE BYROUGH OPENING. . IIBIGGER TO MAKE R.O. B GYPSUM HOARD 'TIMBERTEC' ;p 4'�X 6' SYNTHETIC DECKING /8' EXTERIOR GRADE GYPSUM Water Sports " FA TINERS G WITH BLIND BOARD BY CERTAINTUD P I ACCOMMODATE SHIM. WRAP FASTENERS •� 'BLUESKIN' OVER SHIM. I VINYL COVE BASE WHITE POST BASE BY 'TIMBERTEC' TREATED 2' X 6' JOIST I ROOF FLASHING I PROVIDE ROXUL LAYER AT FLOOR I RIPPED AS REQUIRED. SPACED LEVEL TO ACT AS FIRESTOP 2' X 6' TREATED DECKING 12' O.C.(PROVIDE RUBBER VINYL. COVE BASE 6 METAL TACK 4" CONC. SLAB OVER ' STRIPS BELOW EACH JOIST METAL DECK IN X 8' WHITE PVC. USE CORTEX FOR PROTECTION OF ROOF 4' GONG. SLAB OVER SCREW PLUG SYSTEM MEMBRANE METAL DECK I STOP OF SLAB _ I ---- i _ATOM' OF SLAB __ FALUMINUM LASHING APRON I I c 14'-9" METAL EDGING I a " d " CLIP ANGLE ALUMINUM GUTTER I B' METAL FRAMING ATOP OF __—_ _ O 46770 County Road 48 'BLUESKIN' RF20OTM WATERPROOF LEDGER WITH 8" 13'-6" 4' Southold, New York ROOFING MEMBRANE TRACK AND C STu IN X 6' W141TE PVC. USE CORTEX STRUCTURAL STEEL E BY Southol , New -SS-S-9.I FIRE-RETARDANT 5/8" PLYWOOD SCREW PLUG SYSTEM PRE-ENGINEREM FACTURER. SEE STANDING METAL MR-24 ROOF v__ v 2'-8" REVISIONS OF JPAND 5M __—__ —_ SHOP DRAWINGS FOR :ORE INFO. PANEL BY PRE-ENGINEERED MANUFACTURER. OVER ) I STRUCTURAL STEEL FRAME BY UNDERLAYMENT O I I ZSTEEL BAR J0157 4-I2 2023 REVISED A5 PER WHITE PVC STEALTH -2 BEADBOAR RER. SEE O - I - I /�RGF�I A� COMMENTS C STRUCTURAL STEEL FRAME TRIMBOARD INGS FOR MORE 1 4 202,3 7E,7 EI AS PER BY PRE-ENGINEERED O PLANNING COMMENTS " METAL JOIST RAFTER @ 16" MANUFACTURER. SEE SHOP " LIGHT GAUGE METAL C-JOIST - - I ON CENTER I ( DRAWINGS FOR MORE INFO. IN X 6' WHITE PVC WITH 5/4' #2 PINE 16' O.C. (1/4, PER 11-0' SLOPE O PLANNING COMMENTS PACK—OUT 12 6' METAL FRAMING I I GYPSUMS SUBF� ®PLANNING COMMENTS I'-i I/2" br LEDGER WITH 8' O PLANNING COMMENTS FIRE-RETARDANT !i/8' PLYWOOD 7' TRACK AND C STUD A 'HARDIV SMOOTH PLANK LAP SIDING 2" RIGID FOAM BOARD 1 - - nr7lv-DING-PE CONTINUOUS METAL_ ANGLE 6" METAL CEILING JOIST CENTER 16' I" X V�''A A WHITE PVC BY TO METAL FRAMING. FLOOW WITH r EXPOSURE. SCREW APPLIEDON ' BOARD FOR RUBBER METAL ROOF EDGE UNDER 6 4 I2-2r4 LIGHTING UPDATE I I MANUFACTURER'S INSTALL ROOF O UNDERLAYMENT [- —_ " #2 PINE PACK-OUT REQUIREMENTS ®4-24-24 FRAMING UPDATE ATOP EM $ � O O O O /4 X 12 #2 PINE PACK-OUT FULLY ADHERED EPDM ROOFING __ MEMBRANE 05- - LIB NCI I° X 10' WHITE PVC BY O_COMMENTS ' VERSATEX. USE CORTEX 1RUGTURALN STEEL FRAME O 5/5' EXTERIOR GRADE I SCREW PUG SYSTEM. TYPICAL BBY PRECDIGINE SEE SHOP FIRE-RETARDANT 2' X 6' GYPSUM BOARD BY I ALL TRIMBOARD O CERTAINTEED DRAWINGS FOR MORE INFO. FIRE-RETARDANT 5/8 3-5/8' 20G. METAL STUD ' PLYW00 O WHITE PVC TRIMBOARDINNOMINAL WHITE PVC STEALTH BEADBOA BY O I FRAMING 0 16' O.C. VE t` TEX ( I O FIRE-RETARDANT 6/B' PLYWOOD -1/2' 200. METAL STUD I I WHITE PVC TRIMBOARD IN NOMINAL FRAMING @ 16' O.G. 'HARDIV SMOOTH PLANK LAP !DING O WITH 7" EXPOSURE. SCREW Af LIED 8 X 18 STEEL BEAM TO METAL FRAMING. FLOOW I O MANUFACTURER'S INSTALL O REQUIREMENTS I I STRUCTURAL TUBE STEEL 4' X 4' I i X 1/4" SEE STRUCTURAL DRAWINGS O FOR MORE INFO 'BWESKIN' VP160 SELF-ADHERED 'BWESKIN' VP160 SELF-ADHERED WATER RESISTIVE AIR BARRIER WATER RESISTIVE AIR BARRIER ALUMINUM FLASHING UNDER ALUMINUM FLASHING UNDER SEAL B SQUARE FIBERGLASS COLUMN ' ' BWESKIN AND OVER STONE CAP BY HBtG WITH COLONIAL CAP AND I I I BWESKIN AND OVER STONE CAP � � �RASE. ORDER AS !iPLIT COLUMN I I WITH SEALANT WITH SEALANT AR WITH EPDXY FILLER Kit. IRE-RETARDANT 5B' PLYWOOD FOR FIRE-RETARDANT 5/8' PLYWOOD FOR s THE FIRST 48' BEHIND STONE PANEL 'VERSETTN STONE CAP. FOLLOW THE FIRST 45' BEHIND STONE PANEL I 'BIG STRETCH' SEALANT I ( MANUFACTURER'S INSTALL ' - I INSTRUCTIONS STONE CAP WITH 2' CLOSED CELL SPRAY FOAM ' CLOSED CELL SPRAY FOAM 4� BEVEL FOR DRAINAGE R-15 BATT INSULATION � 02916g C? R-15 BATT INSULATION OF N� S ESKIN' VPI60 SELF-ADHERED 'BWESKIN' VP160 SELF-ADHERED 'BLUESKIN' VP160 5ELF-ADHERED WATER RESISTIVE AIR BARRIER ( I WATER RESISTIVE AIR BARRIER WATER RESISTIVE AIR BARRIER 3-58' 20G. METAL STUD ( I B' GYPSUM BOARD M GYpr�JM BOARD Copyright 2022.STROMSKI architecture,p.c.All rights FRAMING @ 16 O.G. reserved.The Architect reserves the right to reproduce this IRE-RETARDANT 5B' PLYWOOD design in its entirety or.any portion thereof,Unauthorized O I VINYL COVE BASE _T 'VERSETTA' STONE PANEL. LEAVE VINYL COVE BASE alteration of these documents is a violation of the New York 'YERSETTA' STONE PANEL. LEAVE GAP '^ GAP AT GRADE AS REQUIRED. State Education Law.These drawings and specifications are FOLLOW MANUFACTURER'S INSTALL T instrument drawings service and are the property e use nayArchitect. I AT GRADE A5 REQUIRED. FOLLOW I I These drawings and specifications are not to be used on any MANUFACTURER'S INSTALL INSTRUCTIONS INSTRUCTIONS other project,except by written permission of the Architect. BLACK ALUMINUM METAL TRIM 4' _50 CONC. SLAB REINFORCEMENT BLACK ALUMINUM METAL TRIM 4' ' Cam' SLAB WITH PROJECT NO. ZI-AR049 TALL. UNDER 'BLUESKIN' REINFORCEMENT ATOP O„, __SVS - J __—__--_—__—__--_—__-4 q TALL UNDER ESKIN __—__— SCALE As Noted DATE 'BLU ' -Vol-ON IT, — OF �I ♦� II/IO/2022 c of .f�7 o a W a'• d o n { .n o d o 0 o n G O'-0n o a a d a a. o c o DRAWN BY TLD/RS CHECKED BY RS o a' o q o a c q o p. oAd 0 o A e Is .q 'BIG STRETCH' SEALANT CONIC. 51DE WALK 2) #5 REBAR TOP aq 2 95 REBAR TOV TITLE a .'a AND BOTTOM o AND BOTTOM • 4 .' PITCH AT 2X SLOPE o .. , TOP OFPIER 6' BELOW SLAB d RETE GRADE 'AELEVATION a BEAM a• I cRETE GRADE Wall all o Sections d I• a p o. a A o d ° a A .q d. o a P o ..A qa O SHEET I I I I I I _ le-i"\ DETAILED WALL. SECTION Scale- 3/4"' . 1'-0' DETAILED WALL SECTION Scale: 3/4" 1'-0" A5 000 -5. -5. architecture, .c.. P.O.BOX I2S4 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 a P v' i Proposed Site Plan For: econic G.I 1.3 2.t Water Sports ' f 1.1 1.2 2 3 STAINLESS STEEL CABLE RAIL 4 4.1 POST TO BE 4' X 4' ACQ P05TS WITH TRANSLUCENT STOREFRONT ACID i = ! 1 ! i WHITE COMPOSITE SLEEVES OVER BY ETCHED GLAZED PANELS WITHIN ! f I I I TRANSLUCENT TbREFRONT ACID i I 'HARDI FIBER-CEMENT ARCHITECTURAL I STAN ING �1EtAL SEAM ROOF 4' WHITE PVC WINDPW AND 'TIMBERTE0. PROVIDE WHITE CAP AND I ! I ETCHED GLAZE�'ANEL5 WITHIN I I I ANODIZED ALUMINUM FRAMES WITH L SHELL GRAY DDOR TRIM BASES FOR THE P05T. ANODIZED ALUt!iItUM FRAMES WITH B i SIDING COLOR: GRAY SLATE COLON= i APPLIED GRILLS APPLIED GRILLS ! i 4' WHITE PVC WI�JDOW ANDS ! DOOR TRIM 'HARDIE' �IBER-CEMENT I I I ARC 41TECITURAL BEVELED SIDING COLOR. GRAY SLATE I i ! ! F' 46770 County Road 48 T'ECONIC MARINE i ! I 1 I Southold, New York ! S.C.T.M.#I000-SS-S-9.I I REVISIONS a I — I 4—I2-2023 REVISED AS PER ----eo tl :I_— — t — i I I 'HARDIE? TRIMBOARD TO MAT O ARC COMMENTS EVENING BLUE4-19-2023= WIT t] PLANNING COMMENTS ,� {� i ,fr yl� 2 PLANNING COMMENTS Ell i a _ ®PLA NNING COMMENTS AS PL-R O PLANNING COMMENTS j GLAZING OVERHEAD DOORS WITHIN j TANDING METAL SEAM ROOF I i 'HAR{�1E' FIBERKEMENT i 'HARDIE' FIBER-CEM�N WHITE SHUTTER TIGHT CUT 'VERSETTA STONE CLEAR GLAZING WITHIN ANODIZED ALUMINUM OVERHEAD GARAGE DOOR HOLLOW M DOOR WI FRAME - ! ANODIZED ALUMINUM FRAMES j COLOR: �- � GAY izic i ARC4IITECTU BEVELED SIDING I 'HARDIE" TRIMBOARD TO AR�CFIITEGTURAL BEWELEi9 SIDING PANEL - NORTHERN ASH I ALUMINUM FRAMES i COLOR- GRAY COLOR: GRAYi = GRAY T ETTA STONE = EVENIN BLUE TO MATCH MATCH GRAY 51ATE COLOR: EVENING BLUE TO MATCH COLORi O 4-I2-24 LIGHTING UPDATE I I I PANEL - HERN ASH MEC 1 (COOL OCEAN BLUE) COLOR METAL (COOL OCEAN BLUE) i i i i I i i a OR 8 4-24-24 FRAMING UPDATE O0S-07— BUILDING COMMENTS FRONT ELWATION SC 1e. I/B' - 1'-0' ' 0 2 RICNT SIDE ELEVATION Scale: 1/8• t-o= 0 0 0- 0 5 2.1 1.3 I.0 0 0 4.1 4 3 2 12 1.1 0 J 'HARDIE' FIBER-CEMENT I i I ! 1 I COLOR= EVENING BLUE TO MATCHrl ARCHITECTURAL BEVELED SIDING I i \ PRE-ENGINEERED METAL METAL WITH j I I VANDING METAL SEAM ROOF j I I NARDIE FIBER-CEMENT J�R`!{I111ECTURAL SEAL I I I SHADOW-WALL METAL VERTICAL PANELS I METAL (COOL OCEAN BLUE) i CI'OLOR= COOL SHELL GRAY j j BEVELED 51DING COLOR= Y SLATE COLOR= COOL OCEAN BLUE i I i I j I j I I ,�• O g Et zs E j '� " M1y/ ! I ! ! Copyright 2022.STROMSKI azchitccture,p.e.All rights%� reserved.'The Architect reserves the right to reproduce this , .a 1 j ( �"—�"�"-•�--"-�"—�—"�-"---�- -""�- design in its entirety or any portion thereof.Unaurhoriud "1 I alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect r i I pew,, '� '.'G"r f I j �Y These drawings and specificatons are not to be used on any � �'F"j-f � � ! N other project,except by written permission of the Architect PROJECT NO. 2I-AR049 J ff I SCALE. As Noted DATE II/I0/2022 I I CK VINYL COATED CHAIN LINK j ALUMINUM FAD GARAGE DOORS j I I ANCHORED TO STEEL PIPE RAIL i COLOR= GRAY 1 'HARDIE' TRIMBOARD TO MATCH i TRANSLUCENT STOREFRONT ACID 1 I 'HARDIE' TRIMBOARD TO MATCH I DRAWN BY TLn/RS cxrcxED BY Rs j STEEL CHANNM ISTRINGER PAINTED I I I EVENING BLUE ETCHED GLAZED PANELS WITHIN GRAY SLATE COLOR I BLACK I I I I APPLIED GRILLS NUM FRAMES WITH TITLE REAR_ELIEVAT10N 5-rate. 1/5' • 1'-0' 4 LEFT SIDE ELAVTION 5caIet I/W . 1'-0' Building Elevations SHEET T 2 3 4 5 1-011 .,....... -I 5 I ' 0" '-0 '-0 11 '-2I I _O 2G 24 24'-G" ! '-0" architecture, p,c. iF4.0 P.O.BOX 1254 JAWSPOWr NY 11947 Z I PHONE(63I)779-2832 FAX(63I)779-2833 I I F3.5 I I I PI I I PI I U I I L R� P I I I - I 4 I I t -�_ I_ L_-T__J -T_ - L F5OX F5 P2_ J THo S D. . . . ' .OX� �� MMM, NY � � 12"x4 2" CONCRETE FG'0 �i�r e-mail: tdrpeOtdrpe.com GRAE)E BEAM W/ 245 ' T*B CONTINUOU5 o (TYP. AROUND o ( PERIMETER) I o I II II F4.0 O I P3 Proposed Site Plan For: 05 CONC. SLB w� -- — J eCJr1CL J \�#5 HAIR PIN G"xG -W4.0/W4.0 WWM F5.0 , X I G-8" Water Sports II 0 o I I I ( o II TOP OF PIER j 81, 15ELOW r , FIN. FLOOR I l — ——— 46770 County Road 48 r t2 i I i I I I F8.0 i i�7.0—I---- Southold, New York P I F3.`� P2 i i P2 i I I i i �? S.C.T.M.#I000-55-5-9.I I I P3 L---J I M IP 1 i i P2 i i i — P2 I , I I I i I I I REVISIONS REVISED AS PER F281 j , j I , I j j O ARC COMMENTS I F29 I 1 1 i LF6_0 J _ PLAID ING COMMENTS J T-----� I 2 - #5 HAIRPINS5-4-2023 REVISED AS PER O PLANNING COMMENTS I , - - 2023 REVISED AS PER = I I , ®PLANNING COMMENTS O _ O PLANNING COMMENTS TOP OF PIER I I \-5" CONC. SLAB W/ OSET 8" BELOW ' I i G"XG"-W4.0iW4.0 WWM — O 4-I2-24 LIGHTING UPDATE FIN. FLOOR I FG.OX —— ( I 3, X X �� ®4-24-24 FRAMING UPDATE —III 05-0 - BUILDING P2 ' P3 III=1 I I=1 I I=1 i 1-=1 11= 0 _ _ s oIyl ,jam s �AllFB.o -T----- ----- -----, --- -- d — I I=1 I=1 I=1 1= I I I F8.0 ' I I I #3 TIES @ 8" I I I —_ I I=1 I II 0 I I I I I I1 1=1 I (=III-I I Tit ANCHOR RODS O --J I I I I I I I P3 I d I I I=I I M I 1=1 1 1-; A5 FURNISHED BY P2 i P2 BUILDING MANUF.) =z LINE OF GR. BM. BEYOND I I _ I I-1 I OO �f7.0_ __ G - #5 V. III=III=III= --- ---- O P2 T T `� . • .. .. . I i I-III-1 I I- _ O I- O m I i d e o 'Q . =I N I O O d ° b4. d REINFORCING BARS I TOP OF PIER Q . ..' : �. : _ . . : I 5EE FOOTING SCHEDULE m I I g" BELOW 12 x42 CONCRETE a d+ a I I = SEAL FIN. FLOG I GRADE BEAM W/ 2-#5 OF FOOTING P 2 I R TSB CONTINUOUS ,..,.,w.,__.1'.- ".,,.,..,........., `��R s RRC'Si O _ F6.0_ FG.O r----,-----� (1YP. AROUND __ F5.0 tci� e ��s C, _ i i PERIMETER) 0 8'-0° i P5 i i P4 i i i i P2 1 5 E CT I O N I I i I I I I 9� azst�9 t7 m I i F S 1 3/4" = — ,�. <2- 11 I I I I 1---{------------------------—�----J L__I _ _J 0F N� L ------J L-------J 77'-011 I I 41 FO U N D AT I O N PLAN Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this SCALE: 3/6"— ! '-0" design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instru neat of service and are the property of the Architect. PIER SCHEDULE FOOTING SCHEDULE STRUCTURAL FOUNDATION NOTES d. other project,wings except bttepermission are not to be used hi any d other s a t b written specifications are of of e u Architect. -- — 1 . All footings shall rest on undisturbed soil of I T5F bearing capacity; 7. The contractor shall verify all existing conditions and dimensions before starting X X�-- MARK SIZE REINF. MARK SIZE REINF. (EACH WAY) contractor shall verify level of acceptable bearing strata in field. construction and shall natify the engineer of any ambiguities or discrepancies • d • tl' =III=III scALE AS NOTED DATE II/I0/2022 PROJLCTNO. 2I-AR049 g with the work. If any questions arise before or during construction = I r-On 54 B before proceedin All concrete work shall conform to the requirements and recommendations Pi 18n x 24n 6-#SV #3 TIES @8++ F3.5 3+-6nX3+-6"X1 2. of ACI 301-20 "5 ecifications for Structural Concrete for Busldin " as to the intent or details of the drawings, the contractor shall call the engineer, I p gs Thomas D. Reilly, at (G3 1) 724-5740 for clarification and/or instructions. If the contractor —I I I z I DRAWN BY T.D.R. CHECKED BY T.D.R. ++ + ►+ + n + rr (Fc'=4000 PSI} air-entrained; reinforcin steel shall conform to � • • P2 24" x 24" 8-#5V #3 TIES @8 F4.0 4-0 x4-0 xl -0 6-#4 B g fails to follow the above procedure, he shall assume all responsibility for the 111= ASTM A-G 15 Grade CO. p p y P3 18" x 3Ct" $-#SV #3 TIES 8" F5.0 " " consequences of his actions and/or decisions. 2-#5 � • - R TITLE @ 5 -0 X5 -O X1 -O 9-#4 B 3. Coordinate size and location of anchor bolts with buildmg manufacturer. o 8. The owner shall arrangeT B for supervision of the construction work to insure < d.. P4 24" x 48" 16-#5V #3 TIES 8" F5.OX ' " ' " ' " 4. Buildin shall be re-en sneered steels stem fabricated b an compliance with the contract documents. : M @ 5 -0 x5 -0 x l -0 9-#4 T&B g p c y y p established company having a minimum of five years experience in the P5 24" X 42" 12-#5V #3 TIES @8" F6.0 6'-0"x6'-O"X1'-O" 9-#5 B fabrication of such buildings. 9. SPECIAL INSPECTIONS REQUIRE FOR FOUNDATIONS d FOUNDATION a. Soil subgrade I F6.OX r rr r rr r rr 5. Building shall be designed to withstand all loads in accordance with the b. Reinforin bar size and location PLAN DETAILS 6 -0 x6 -0 x l -0 9-#5 T&B g _._._..._.._.................._..„_ the requirements of the NY55C 2020 Edition. Working stresses shall not exceed C. Cast in place anchor rods F7.0 " r n + n those permitted by the steel construction manual specifications of the d. Desi n mix 12" 7 -0 x7 -0 x l -2 11-#5 B g ; A.I.S.C. and light gage cold formed steel manual of A.1.5.1. for welded e. Sampling fresh concrete "",., ,° NOTES FB.O 8'-O"X8'-O"X1'-4" 1246 B plate and cold formed fight gage members respectively. f. Placement and curing F28 8'-O"x2'-O"xl'-4" 3-#6 T&B 8-#5 T&B G. Contractor shall submit shop drawings, to Thomas D. Reilly, P.E. before installing foundations, O(� (�J foundations, showing all foundation loads and details of construction. Shop r2 F29 91 -011X2'-0"x1'-4" 446 T&B 845 T&B drawings shall be prepared, signed and sealed by a N.Y.S. Licensed S 1 3/4" = I'-0" SHEET Professional Engineer, Foundation plan may be revised based on shop drawings submitted. A i I , I T f—T TIT i-1 �. 3 L-1 J—I—I L i I I—I i— F1, architecture, p.c. I I I P.O.BOX I254 JAMESPORT,NY 11947 I II H 1 PHONE(63I)779-2832 FAX(63I)779-2.833 I II i THOMAS D. REIFY, P.E. I 6T12 CONT @ I 4LM9 ENWRTM, 14Y ilk CJ BT12 CONT @ RR I i a (631) 740 e—mail: H 1 I I I I I 6J16 STUDS tarp @tdrpe.com @ 16 D.C. I - 5TL. BEAM BY PREFAB MANUFACTURER - I I II I ► - m Q CD QI (2) #10 Iw L 3"X3"X 12 GAUGE @16" Ulu I I 2--#10 EIAHLEG HIV �EZZANINE - I I I I H2 4L �� ABOVE m �Ia II wz DETAIL "X" m�Q �� JIB DET."Yn - - - - - - - I� � J 5CALE: %" = I'-O° 1-2 EAM BY PREFAB MANUFACTURER �s ' GJIG@IG" O.C. ' I I I ( I I STUD WALL BELOW � Pro osed Site Plan For: I (GT 12 TRACK T*B) v p H3 STEEL ftnn— — — — — — — ---�— — — — e; _ _ . ,. 2 GAUGE X 4" �—_—__ GT 12 CONT. - w F — — — — — — — Peconic I 6Jt6 EXTERIOR ELOOK DECK Water 16 (2) .144Sports 1 I ( I I SE LL JL PAF SS S MET SC ERAMING PLAN SS SHEET METAL SCREWS 6II C-JOIST METALI Ht DETAI L IIY'I LIGHT GAUGE STEEL FRAMING: FRAMING @ 16" A (I I 5CALE: X" = P-0" 1 . ALL LIGHT GAUGE FRAMING MEMBERS SHALL BE I ( CENTER MANUFACTURED BY 'MARINO INDUSTRIES' or s APPROVED EQUAL. 2. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C., VERTICALLY IN ALL LIGHT GAUGE STEEL STUD WALLS IN H3 I I I I ACCORDANCE W1 MANUFACTURER'S RECOMMENDATION. 46770 County Road 48 I I ( 3. PROVIDE (2) GJ 18 HEADERS OVER ALL WALL OPENINGS I UNLESS OTHERWISE NOTED; STUDS TO BE I G A Southold, New York II ( GAUGE.' S.C.T.M.#I000-55-5-9.I 4. FLOOR DECK TO BE 3/4" WATERPROOF FIRE RESISTANT I I I H PLYWOOD SHEATHING REVISIONS 14-12-2023 REVISED AS PER O I 1 I F � �IT � � ARC COMMENTS �I I 2 I PLANNING COMMENTS IIII I I _ _ _ O PLANNING COMMENTS 0 — ®PLANNING COMMENTS QLLANNING COMMENTS HEADER SCHEDULE 6 - - O SET MARK SIZE # OF FULL HEIGHT 7 4-I2-24 LIGHTING UPDATE H3 ' I) HI STUDS ON EACH SIDE I I . $ 4-24-24 FRAMING UPDATE US-0 - BUILDING Z7 I HI (2) 6J 16 ONE I GJ I G @ I G" O.C. O COMMENTS H2 (2) 8J16 THREE i cJ RR I -O H3 (2) 6J16 TWO _ O I I , o I ; I H4 (2) 12J16 FOUR H1 — I GJ I G 15TUD5 II I 1 I - 6J 6 METAL FRAMING @ 16° @ i G O.C.o.C. I O I ON CENTER (6005200-54). 1 O TYPICAL ALL EXTERIOR WALL I I H55 4"X4"�4" FRAMING I I TUBE COL. I ( P2F rn'• @ 4 O I 1 I( LOCATION5 O H3 I I H1 _ i ( 'O (D I I LINE OF PRE-FAB 3" X 3" CLIP ANGLE 12 -1 BUILDING WALL SEAL co GAUGE TOP AND BOTTOM m _: i . - - — - - - - - - --I- - - - - - - - - — _ H1 HI ICI _ _ I I Al A1gCy — — — — — — — -- — FOR NUMBER OF FULL I I GJ I G @ I G" O.C. grRO� i — — — — — — — — _ — — — HEIGHT STUDS ON EACH - - — - - - - - - - - - - - - - - - - - — - - - - — - - - - — KK SIDE OF OPENING SEE P2 -AHEADER SCHEDULE ;. 4 U O I I ) I I I I -LINE OF ROOF -5ia" I I I I I I I OVERHANG 20 GAUGE 1 1 GT 12 LEDGER O METAL FRAMING I I (D X wi(3)#10 scREws F N� _ I I _W_8- - 18- -bd 8-�c +8- — I_ _ I 13 @ 1 G" O.C. GJIG @ I G" O.C. Copyright 2022.STROMSKI architecture,p.c.All right, CJ RR reserved.The Architect reserves the right to reproduce this 4" nXyry " X IrI4" STEEL ( I P2 a teradesinti n of*in its entirety documents�a violon ation of the New York TU135 LUMN I 1 � NE�DER ELE��-�-� — - = State Education Law.These drawings and specifications are Ef a O l Scale: In." = 11-0� ————— — an instrument of service and are the property of the Architect. I I S-2 O These drawings and specifications are not to be used on any S21—o11 other project,except by written permission of the Architect. V PROJECT NO. 2I-AR049 bTlb TOP AND— SCALE AS NOTED DATE I1/10/2022 BOTTOM DRAWN BY T.D.R. CHECKED BY T.D.R. ' I CANOPY 000E EDAM I NG PLAN i SEE HMDULE R SIRE SCALE: 3/G"= 1 '-0" TITLE I AND PILE FRAMING 4t' ' I� l�lo SCREws P 24 PLAN DETAILS i FRAMING PLAN Scale: 3/Ib" = I'-0" SPACING NOTES S-2 FIRST FLOOR 3 NEADER SECTION SHEET SWIG: P = 1'-0' 5-2 S - 2 I i I I °�� '•�"`% 3 4 - „ - -- - - - - - - - - - - - - - - - - - - - - - - - If -J �_ architecture, .r. P.O.BOX 1254 JAMESPORT.NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 I I I 1 THOMAS D. REILLY, P.E. 4 mm. s . . . Imo' 11 6T12 CONT @ ( 1) ' —5740 CJ 8T12 CONT (la RR I I I 6J16 STUDS(�16" O.C. I I e—mail: tdrpeOtdrpe.com STL. BEAM BY PREFAB MANUFACTURER (2) #10 !s� L 3"X3"X 12 GAUGE @16" 'n ' X 4" WITH ( �EZZANINE ( I 2-#1D EA.LEG �1 Q ABOVE III (h U I ( Q'LL- H l I I LU z LU z rn DETAIL "X" > DET."Y" SCALE: V4' = 1'-0" _ STL. EAM BY PREFAB MANUFACTURER GJIG@IG" O.C. I I I I � O STUD WALL BELOW Proposed Site Plan For: (GT 12 TRACK T �B) P STEEL F — --l-�-i- 1 12G GAUGE �_-_-----=GT12 CONT_-----N --_-_� f apecOI�1C I I 6JIG EXTERIOR ELOOK DECK eater Sports @ 16" u 12) .144 I I I H l I SS SHEET METAL SCREWS PAF 1=KA M I N G F LA N I I I 1 I I II I DETAIL \( LIGHT GAUGE 5TEEL FRAMING: 5CALE: -Y4' = P-0" 1 . ALL LIGHT GAUGE FRAMING MEMBERS SHALL BE MANUFACTURED BY 'MARINO INDU5TRIE5' or i I I I I APPROVED EQUAL. 1 1 i 1 2. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C., VERTICALLY IN ALL LIGHT GAUGE STEEL STUD WALLS IN Hl ACCORDANCE W1 MANUFACTURER'5 RECOMMENDATION. 46770 County Road 48 I 1 I I 3. PROVIDE (2) GJ 18 HEADERS OVER ALL WALL OPENINGS Southold, New York I I I 1 I UNLF55 OTHERWISE NOTED; 5TUD5 TO BE I G GAUGE. S.C.T'.M.#I000-55-5-9.I 4. FLOOR DECK TO BE 3/4" WATERPROOF FIRE RE515TANT PLYWOOD SHEATHING REVISIONS 4-I2-2023 REVISED AS PER I I I I HI I O A C COMMENTS I I I I Q - - PLANNING COMMENTS O5-4-2023 REVISEI) AS PER PLANNING COMMENTS - - - - - - - - - - - - - - - - ®PLANNING COMMENTS ITEVISED AS PER -2023 I I I I S PLANNING COMMENTS HEADER SCHEDULE 6 sET O 912 MARK SIZE # OF FULL HEIGHT , 7 4-I2-24 LIGHTING UPDATE ONA b METAL FRAMING @ Ib" STUDS ON EACH SIDE I 4-24-24 FRAMING UPDATE _ I I I � $ R TE I i ON CENTER (b005200 5�). Hl I O U5-U - 3 IL I G TYPICAL ALL EXTERIOR WALL HI (2) 6J16 ONE i GJ I GC@ I G" O C O_--COMMENTS FRAMING I H2 2 8J16 THREE I ,0 I 1 H3 (2) 6J16 TWO o I I I H4 (2) 12J16 FOUR In O - I I X GJ I G STUDS @I Gil O.C. O I O ',�/ O I I HSS 4"x4"�i+4a I I TUBE COL. 4 � I I HI LOCATION5 O I0I I I I 3 O I LINE OF PRE-FAB 3 X 3 CLIP ANGLE 12 " ' ' - I co BUILDING WALL SEAL GAUGE TOP AND BOTTOM m I I �R RC - - - -- - - - - - - - I i IJL �_ o. FOR NUMBER OF FULL GJ 1 G @ I G" O.C. — _ HEIGHT STUDS ON EACH CJ Kr,SIDE OF OPENING SEE — — — — — — — — HEADER SCHEDULE P2 -: : i — I I I I INE OF ROOF OVERHANG �T �r ' d4 i (gyp GT 12 LEDGER O E X W/(3)#10 5CREW5 I I DET."X" I ( I I I GJ I G @ I G" O.C. Copyright 2022.STROMSKI architecture,p.c.All rights 1 I I I I resed.The Architect reserves the right to reproduce this CJ * RR designrve in its entirety or any portion thereof.Unauthorized P2 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are 2 HEADER ELEVATION Scale: 1/2' ` 1'--0' ———————— an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any I I I 5-3 _-1 Q 1-011 other project,except by written permission of the Architect. I � V PROJEC,'T NO. 2I-AR049 6T16 TOP AND SCALE AS NOTED DATE I I/I0/2022 I I I I BMOM CANOPY CEO O E E IAA M I N G FLAN DRAWN BY T.D.R. CHECKED BY T.D.R. TITLE I I I I SEE HEADER SCALE: 3/6"= 1 '-0" SCHEDULE FOR SIZE AND PILE - - - - - - - - - - - - _ _I - - FRAMING PLAN, DETAILS #10 5CRE45 @ 24 (Ei3� FIZAI"IING PLAN Scale: 3/16' = 1'-0" SPACING NOTES SECOND FLOOR 14EADER SECTION SHEET 31 Scale: 1' I'-0' S-3