The URL can be used to link to this page

Home My WebLink About45999-Z r OOS�EfD� coGY Town of Southold 12/15/2022 P.O.Box 1179 v' m , 53095 Main Rd y ao� t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43691 Date: 12/15/2022 THIS CERTIFIES that the building COMMERCIAL Location of Property: 45450 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 55.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2014 pursuant to which Building Permit No. 45999 dated 3/30/2021 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: gas station with convenience store as applied for per ZBA#6839SE, dated 4/11/2019. The certificate is issued to Empire Oil Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0117 5/24/2022 ELECTRICAL CERTIFICATE NO. 459k9 6/15%2022 PLUMBERS CERTIFICATION DATED 6/24/2022 %nthApiscitelli th ize gnature SnFfnt TOWN OF SOUTHOLD �cPay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45999 Date: 3/30/2021 Permission is hereby granted to: Empire Oil Inc PO BOX 547 Laurel, NY 11948 To: construct a gas station with a convenience store as applied for per ZBA, Planning & SCHD approvals. At premises located at: 45450 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 55.-5-2.2 Pursuant to application dated 2/11/2021 and approved by the Building Inspector. To expire on 9/29/2022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,210.00 CO-COMMERCIAL $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 Total: $1,510.00 ilding Inspector / pF SO(/jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(eQtown.southold.ny.us Southold,NY 11971-0959 �OUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Empire Oil Inc Address: 45450 CR 48 City:Southold St: NY zip: 11971 Building Permit#: 45999 Section: 55 Block: 5 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE : Big Bear Electrical License No: 43841 ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 52 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors 7 Main Panel 200X2 A/C Condenser 2 Single Recpt 30AX2 Recessed Fixtures 2 CO2 Detectors 2 Sub Panel A/C Blower 2 Range Recpt• Ceiling Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Fixtures 4 Time Clocks Disconnect Switches $ 4'LED Exit Fixtures 2 Pump Other Equipment: 16"x16" LED(6), 2x2LED(3), 2x4LED(16), Signs(3), Parking Light(4), PostLight(4), Fridge Condensors(2), Air &Vacuum Notes: Gas Station Inspector Signature: Date: June 15, 2022 S.Devlin-Cert Electrical Compliance Form DEC 15 2022 so E3UILUJMG DEPT TOWIVOFSOUTI-lOLD Town Hall Annex Telephone(631)755-1802 54375 Main Road rs� Faz(631,)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SO'd.7'1 HOL CERTIIFICATION Date; _ r� c .9'oa- $uilding Permit No. 7 Cwne1t �Yl tY" d t hi C-- (Please print) llumlier. (1'le e print) 1 certify that the soder used in the water supply system contains lc s than 2,10 of t% lend. F' (Plumbers Signature) _ SWOM to before me this / day of M., Notary Public, County ANDASADLER Notary pubt c,State of Now Ygr4 Registration No.OISA6387987 �mmualifitv ,ssioneExpir Fad in tbun jJl 5,20-x,2 sol/ # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ `] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL �j ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ ] PRE C/O REMARKS: � y"', ow oly"o"aAA_lorN_ 04 [31- NWIld - DVJ(_ (e : DATE ZO INSPECTOR �aq �pf so --- * # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. tq(64 [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRo221mr [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS-.-- . Sir A., 1� -6y'd^ Vvm In O DATE X 1)ooQ)4INSPECTOR OF SOUI�o h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%/FOUNDATION 1ST 'hPr�A1� [ . ] 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 RE_ MA--Rpp KS: v / Ca to �z DATE INSPECTOR Of SO(/1y�6 # TOWN, OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPEC,, ON.. [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] 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 REMARKS: bDM �Gd DATE 1 INSPECTOR IAItIJ / �aOFSOUIy� l �� d �o # # SOUTHOLD BUILDING DEPT. TOWN O 765-1802 INSPECTION [ ] .FOUNDATION 1ST [ ] 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 REMARKS: l�� L, d &-K & Tvc-- DATE INSPECTOR 0E5o//Tyo`o Lf5qq 14 57L-t5 / v v U e # # TOWNOF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION -4 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ y ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ DATE I / 2/ INSPECTOR z OF SOUIyO� qo► # # TOWN OF SOUTHOLD BUILDING DEPT. S . courm765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [A 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: COwrc� aR tr,,g, , u-iVU tl DATE all U I INSPECTOR H1 l OF SOUTy°� ( 70 \t'_ f�C/ > --- vool — — --- f # OWN OF SOUTHOLD BUIL ING DEPT. q(q r- courm��'' 631-765-1802 gyp (, kvve-, O,�y� c INSPECTION [ ] FOUNDATION 1ST [ROUGH. PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Comm . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [b ELECTRICAL (FINAL) [ ] CODE VIOLATIO L/ (0\ -� [ RE C/O [ ] RENTAL / .�► 6 REMARAV&. 4v sTook qAiVM VW a0-A K ' v ? t fn(f, 'v CZ✓�T1I5904VtVQ� i At Gov I�t' — (� vl DATE ?+OL1/ INSPECTOR V4 SO(/T,�°� jv-_vv _ Z15�7� 5j s-a.a. # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. . [ ] FOUNDATION 1ST' [ ] ROUGH PLBG. [ ' ]' FOUNDATION 2ND [ ]` INSULATION/CAULKING' [ ] FRAMING /STRAPPING' [4 FINAL [ ] FIREPLACE'& CHIMNEY `r [FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -�- i.✓sr.9zo. 07 . J(; C10 R�Jjll - DATE . 61612Z INSPECTOR 0ESOUTyOlo Ll&I Li sLI SO Mf A7/ � # A TOWNJF SOUTHOLD BUILDING DEPT. cou631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) IA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 0, REMARKS: � ro vL I opi:)a .� mcA roam- avMcr Pim 1,T kers- d DATE INSPECTOR ho��pf SOUly�lo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE YZi ?ice INSPECTOR qf SOUIJ l C. # TOWN OF . UTHOLD BUILDING DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 /S ZZ INSPECTOR COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner Empire Oil Corporation April 28, 2022 P.O. Box 547 Laurel,NY 11948 FINAL APPROVAL Articles 7, 12 and 18 of the Suffolk County Sanitary Code Site Information: SCDF-S Job No: T-$ -20-00123 Facility Name: Empire Oil Inc. Facility Address: 45450 County Road 48, Southold,NY 11971 Site Record IIS leo: SITE-09032-OPC File ReL No: 09032 Dear Madam or Sir: The Permit to Construct was issued to the above referenced facility under the SCDHS Job number listed above. The effected storage and the scope of the project are listed on the table below. This project was completed and inspected according to the requirements of Article 12 and/or Article 18 of the Suffolk County Sanitary Code. Table 1: The following storage facilities can be placed into service pursuant to this permit SCDHS Tank Location Capacity, Gals. Product Stored Scope of Project TNK# co p 1 I ' Under/Out 20 000 1 Gasoline(RtiL) ' Install two 20,000 gallon underground --- --- -- —; double walled fiberglass motor fuel 2 ! Under/Out 6,000 ' E-85 storage tanks; one 20K tank is a three — -- -- --�- compartmented tank for E-85, premium _ 3 Under/Out 8,000 Gasoline tk (PUL) gasoline and diesel fuel. ; Under/Out ---- - ----- —r-- ------- ,.� 4 6,000 Diesel fuel The Storage Facility(s) may be placed into service provided that all necessary permitting, inspection., and other regulatory requirements of town,village and all other municipalities, having Jurisdiction, have been satisfied. This includes, but is not limited to, )meeting all local building codes,zoning, and fare safety requirements. DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF POLLUTION CONTROL e 15 HORSEBLOCK PLACE 4 FARMINGVILLE,NY 11738 Pealalflel�ealth Phone(631) 854-2501 Fax(631) 854-2505 u: y SCDHS Job No: T-HM-20-00123 Empire Oil Southold, Final Approval, con't. Page 2 Please see your Permit to Operate attached. The Permit to Operate must be kept on display in a public area at the site. If there is any storage on site that is not on the Permit to Operate, please contact this office immediately at 631-854-2501. If you have any questions in regard this project, please feel free to contact me at (631) 854-2537 or email me at aiex.santinoca!suffolkcountyny.aov. Very truly yours, / v Alexander M. Santd o Principal Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality cc: SCDHS Job File Enc. k DIVISION OF ENVIRONMENTAL QUALITY • OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE • FARMINGVILLE,NY 11738 PublicHealth Phone(631)854-2501 Fax(631) 854-2505 Suffolk Count .. Deroartment of Heafth Services PERMIT TO OPERATE A TOXIC OR HAZARDOUS MATERIALS STORAGE SITE This permit will expire upon the date specified or upon a change of the Storage Owner. This permit is not transferable and is granted subject to compliance with the provisions of Articles 12& 18 of the Suffolk County Sanitary Code and 6 NYCRR Part 613. This permit can be revoked upon failure to follow the applicable provisions of these parts or comply with any special conditions of issuance. All unauthorized or accidental releases of toxic or hazardous liquids must be reported to the Suffolk County Department of Health Services at(631)854-2501 and to the NYSDEC Regional Spill Office at 631-444-0323. SITE RECORD ID FILE REFERENCE NO. DATE OF ISSUE EXPIRATION DATE SITE-09032-OPC 09032 FACILITY NAME AND ADDRESS STORAGE OWNER ADDRESS PERMIT ISSUING OFFICIAL EMPIRE OIL INC Empire Oil Inc. • 45450 CR 48 MIDDLE RD& PO Box 547 YOUNGS AVE Laurel, NY 11948 J�6� SOUTHOLD, NY 11971 COMMISSIONERqa a' CONDITIONS OF ISSUANCE: +, 1.The owner and operator are responsible for ensuring that all storage units at the site are in compliance with applicable codes.2.Access to the site shall be granted to representatives of the SCDHS for compliance inspections during normal business hours. ` 1 - QQ�in It} CStOfa E _ S DIIS 3attk-# Loca�ioa h .: Ga aci - o nen 1 Underground-Outdoors 20,000 Gallons Gasoline 2 Underground-Outdoors 6,000 Gallons E85 3 Underground-Outdoors 8,000 Gallons Gasoline 4 Underground-Outdoors 6,000 Gallons Diesel Division of Environmental Quality,Office of Pollution Control,15 Horseblock Place,Farmingviile,NY 11738-(631)854-2501 THIS PERMIT MUST BE CONSPICUOUSLY POSTED Page 1 of 1 COUNTY OF S.UFF',Ij-"TPK , - Vend®r 4: 14561. pt- K;=;.r.4;" GSR Pik 319 7 `] Expiration Date: fi/1/2024 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF CONSUMER AFFAIRS BUREAU OF WEIGHTSAIN"D MEASURES MOTOR FUELS FA CILITY CER TIFICA TE OF GIFT TION 1. Business name NORTH FORK PETROLEUM INC If Corporation,DBA 2. Street Address 3585 YOUNGS AVENUE Cross Street 3. Town SOUTH- OLD Zip 11971 4. Owner(s)/P resident KA.4-N,\ ILGIN 5. New York State Sales Tax identification# 45-4109273 6. Brand GULF NOTICE: This certificate is issued to the above-named business only! It is non-transferable to any other business or t® any other location. This certificate gnust be'kept on the business promises described above and be avaHable for inspecti®n by authorized employees of the Suffolk Count i Department ®f Consumer Affairs during the course of all hours of operation. P.O. Box 819 txic Nicosia Rocky Point, N.Y. '11778 gel: (631) 928-4456 architect@optonline.net February 22.2022) Building Department, Town of Southold. P.O. Boa 1179. Southold N.Y. 117971. Re: Insulation Inspection at: Gas Station/Convenience Store. 45450 CR 48 &Youngs Avenue Southold.NY On February 22,2022 1 visited the above referenced site and observed the followina: The completed exterior envelope was installed on the building. y To the the best of my knov ledge belief and professional judgment at the time of my observation,the specified fiberglass buildingi� insulationwith kraft faced vapor barrier was installed in a complete and workmanlike manner in conformance tivith Comcheck report.NYSBC and NYSECC. Sincerely. Eric Nicosia.R.A. :YL A,� . +I ar Pa.(eiof I Eric, ��O. SC,,z 87QNicosia Rocky Point, N.Y -1'1778 Tel: (631.)323-!456 a rcn I tectCfopl on i e.rei January i 2. 2022 Building Department, Town of Southold, P.O. Box 1179. Southold N.Y. 117971. R-,: Single king&jack stud at framed window openings. 45450 CR 48& Younas Avenue Southold,NY To the best of niv knowledue belief and professional judgment the single king and jack studs with uplift strap utilized to frame the window openings arc SUffilclent for the structure loads and are in compliance with NYS Building Code & Reference Standards. Sincerelv. 'ee �ifig �. Eric INtcesia. R.A. g" '171 o � • • COMMEVS Ina Z mom, ar Mae FOUNDATION-(1ST) 19 wi MIN- FOUNDATION MEN ROUGH FRAMING& �� '� / , ! raj • . PLUMBING �� •i�►�'�.�!!�' 'I �l�'�.�� INSULATION / s i .'� ArIM01re I PER FA- ADDITl,qOMMENTSy� WWI W IL11 _ 1 _. .�. 7I�I�T11 . A h I p HE W ,i /_--/•_- - / ,---- , - \ All ' A ► S TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHEC BUILDING DEPARTMENT.,, Do you have or need the following,before/ TOWN HALL-- Board offlealth SOUTHOLD,NY 11971. 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Ju Flood Permit Examined 20J Single&Separate Stone-Water Assessment Form Contact: 20 Mail to: Disapproved a/c = 15--47l Phone: 7K Expiration 20 I -------"--- Building Inspector � SEP I APPLICATION FOR BUILDING PERMIT 1 9 2014_ �•- Date S��T 1�/ 120 aioc. gUTr1 INSTRUCTIONS TO'IhN OF SOUTFIOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,andwaterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector - issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing cod ,and regulations,and to admit . authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) CA22ri! �• ��cLOy� ��rr(jzC/~ 2-1 (Mailing address of applicant) State whether applicant is owner,lessee, agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises� 16 i.; (As on th tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No.�/r��' Plumbers License No. p �r Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section es Block D 55 Lot �, Z 1 Subdivision �� Filed Map No, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VAS.J`� �r�I've- b. Intended use and occupancy c.� 3. Nature of work(check which applicable):New Building Addition Alteration l� Repair 41/RemovalDemolition G Other Work (Description) 4. Estimated Cost l 7 5rl- -' Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front75 vv Rear 2 Depth 7:7, Height Number of Stories . 1, o(, �; •,.� . ✓ iki rat„;i'`,, Dimensions of same structure with alterations or additions: Front 77:5 / Rear 75e l Depth 4- Height Number of Stories 11 L, ., 7:i- 8. :8. Dimensions of entire new construction:Front��73 Rearepth 4 '5 Height i fl z ze,' Number of Stories QX � 9. Size of lot:FrontRear Z�¢� 6�, 5 Depth Zc�< 10.Date of Purchase 1 iy Name of Former Owner A /` � �y� S / 11.Zone or use district in which premises are situated-v� /NO- 13. 12. Does proposed construction violate any zoning law,ordinance or regulation?YES Will lot be re-graded?YES NO V Will excess fill be removed from premises?YESNO eew-r ei. 14.Names ofpof premises l iv Address 5 Name of Architect 7"/1�� Address Phone No Gam/--7,lS=:4—4 r Name of Contractor �y,�r�� Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO I * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO_7 x IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO 1� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) A2�!�—' /1. -z- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the / 4-4—.f /�/t GI 17�1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. S'w�orq jo before me this lam—day of 0 A�� - - - - Notary Public 'Ok uric,State of 1`!a� ;K Signature of Applicant ------ Notary 0113u618505(' Qualified in Suffolk County 1 Commission Expires April 14,2 O�g�FEO(,�coG BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD w • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o4-401. �a�! Telephone(631) 765-1802-FAX(631)765-950 Temporary Certificate # d Date 2021 Customer Name Zd Electrician Namelgle,15epr f jer Ar/60 Address IfqJ670 Al jejj Jp 7 S �,/ Phone (e e-mail e-mail ¢ e— AAA,,. " Phone License# 41k 94 Size A Phase Overhead Underground #of Meters Remarks G.¢s S-raY-�rj #of Underground Laterals 1 2 New. "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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 v r!Is�th Authorized by -O BUILDING DEPARTMENT-'Electrical Inspector Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 . oy • _! Southold, New York 11971-0959 -4 o Telephone (631) 765-1802 - FAX (631) 765-9502 rogerra-southoldtownny.gov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All InformationRequired) Date: ZD /j 0{ Company Name: ec�d' Electrician's Name: License No.: Elec. email: Elec. Phone No: /- 7'(e©- %�7 ill request an. mail copy of Certificate of Compliance Elec. Address.: P. 0,13x( k V, 11q12 JOB SITE INFORMATION (All Information Required) Name: 0,eA t- d1 Address: Cross Street: Phone No.: 2-3 E&0 Bldg.Permit#: 1. aI I email: as"am Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service.Size 1 Ph 3. Ph Size: A # Meters._ Old Meter# Ne�ice- Fire Reconnect- Flood_Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done.on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION {�G [DDI n ofFO40® BUILDING DEPARTMENT- Electrical Inspector �� TOWN OF SOUTHOLD C3 '` Town Hall Annex - 54375 Main Road - PO Box 1179 co .i- Southold, New York 11971-0959 �4% �ao�� Telephone (631)'765-1`802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(c_southoldtow6ny.gov -APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All,InformationRequired) Date: /�— Company Name: C'��v' Electrician's Name: %�v( Lel�� License No.: /1/j - j / Elec. email: Elec. Phone No: %- 70� '�/E A.I request an. mail copy of Certificate of Compliance Elec. Address.: . 0 r3 ao & ` qp JOB SITE INFORMATION (All Information Required) Name: Oe-4fl-I J011,7--to Address: q.5 q 11�7'"cl /e� Cross Street: ; s Phone No.: _ 3 - 0 y(iD Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE/FOOTAGE (Please Print Clearly): Square Footage: 9g0b_ Circle All That Apply: Se"Iac"_, �'1,4� Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: q0V A # Meters. Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1� to r`S PERMIT# Address: Switches OJL,�e N WTI— utlets 5ti G F I's Surface Sconces1 4 H H'sUC I ti its ISVP l Fans Fridge HW Exhaust 1 1 Oven Dryer � r Smokes 1 1 DW 1 l Service V Carbon1� Micro S C! Generator ti Combo Cooktop Transfer AC;I l AH Mini Speci2 ' F.J, /0 1,411LA s�,-ee� 14 till P Comments C 1<0 #01 J-p� /1'l'� r4 t.a cr` c � �� S - u A...Y wteot •MV17fM111r04 Jr •` ' . VOL Ni � ~' y N II' TUlf ~T CDI� is.lei- d n 10 O _ " party Y t mvm • 1 "* ''. 7 Ia a.wn.rnw+1 C SITE DATA '� �• / �_ TAC MAP# 1000-55-05—2.2 � � 5 \P n ZON,NG N 6 GENERAL BUSINESS / v► Z v SITE AREA 1.496 ACRES - 65,166 SO. FT. �* \ C� •a{ �,✓� FLOOD ZONE .,X,• r vim" b� ,,Q F �r' '�.��` �v' / ,"" o� C �i f WATER SUPPLY Fs Existing PRIVATE WELL Proposed PRIVATE WELL .G5 OF2 SCWA h _ USE a, A Existing VEHICLE DETAILING h� p' RV SALES AND SERVICE Proposed CONVENINNCE STORE VEHICLE FUEL SALES COIN OPERATED CAR WASH —� OWNER WILLIAM A. PENNEY III 2200 HOBART RD. SOUTHOLD NY 11971 CONTRACT VENDEE SUKRU ILGIN �/� 11 � P.O.BOX 547 Ov \ 2 ' 10 LAUREL, NY 11948 , N BUILDING AREA EXISTING: G.19 v� Main Building 3,467 sq. ft. Additional Bldg. 393 sq. ft. Z \ ,�� q � Shed 52 sq. ft, / `►�a 6,912 sq. ft. PROPOSED: � p Convenience �r13 ,. U� 1 �, � ✓ Store & Office 2,880 scl. ft. t P C _,. ,�� .� Canopy 5,000 sq. ft. (2- �� Car Wash .1,092 sq. ft. L �� 8,972 sq. ft. r LOT COVERAGE TOTAL EXISTING 6.0%n CQlll \\ �� y� y _ �, PROPOSED 13.8% 17 �r N; Al A. T cC LOCAMM "" ms s-�"*; ---- architect - - - - - _ - -- _ 1230 Trmcler Strrr,.t, P-02-ax 1412 +r..=._. rTr•�, F. Southold, New York; 11971 DATE4- Z 4 - 1 4 / s 015244 ��. h. 631 - 765 - 5455, fx. 631 - 765 - 5490 ° '�'' 4 EY fi ` TATE OF NIEII�° P a r�Chitectl7mquixnet.net wECT No . INTERNALLY LIGHTED BRANDING / NAME WOR LOGO SIGN SITE DATA 24 SQFT MAXIMUM AREA EACH SIDE APPLICANT/CONTRACT VENDEE: �QC►Q ILLUMINATED FUEL PRICE PLACARDS: P.O. BOX 547 REGULAR, PLUS, SUPER, DIESEL, E 85 LAUREL, N.Y. 1948 PROPERTY OWNER: WILLIAM A. PENNY III. 2200 HOBART ROAD SOUTHOLD, N.Y. 11971 0 SCTM#: 1000-055-05-2.2 WHITE PAINTED COLUMN 45450 COUNTY ROAD 48 LOT AREA= 65,165.6± SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. SLOPED PRECAST CONCRETE CAPS SITE INFORMATION DERIVED FROM SURVEY DATED 5/26/15 BY PECONIC SURVEYORS, P.C. i — - CULTURED STONE OVER MASONRY POLE#85 QVE_ _ PIERS AND BASE EXISTING ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE A9APRON THE RESULT OF ACTUAL FIELD MEASUREMENTS. MATCH BUILDING'S STONE RSM°J� FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED PQ�ON �6 POLE AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. .99,� ZONING ANALYSIS SITE MONUMENT SIGN �pgOQi?wfig �X\Sq\NGP c Q C S\DE�pL ZONING: B- GENERAL BUSINESS. SCALE: 1/4" =1'-0" O P�\��°F P os P \s�\�'G �f EXISTING USE: VEHICLE DETAILING, RV SALES & SERVICE a t,l Ft\Gs�pNO uC� cC\311\ oNs�� ALL EXISTING STRUCTURES TO BE DEMOLISHED NO� \NSNS�FF\eco Ric s\GN GRASS A PROPOSED USES: PARTIAL SELF SERVICE GAS STATION. \\.�o��v� °� CONVENIENCE STORE WITH OFFICE. F RMPN ��tip, Q ° PROPOSED GROSS USE AREAS: SQFT c°N 6 o CONVENIENCE STORE 2,400 MANAGEMENT OFFICE 600 N6�° OTAL_BUILDING-AREA ;000 c J� 4 2 SIDED PUMP CANOPY 2,520 1;09- p2 ® FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND $� \oP`Y- 3 INDUSTRIAL DISTRICTS STRUCTURES (280 ATTACHMENT 4) 5-01-2006 Off- c s P c��x \NGp. �F�,,c� /�' \ \ \ ZONING TEM MINIMUM ALLOWED —PROPOSED MM L SIZEs 30 00 x2= k + P 2 -4 GONS-\ 9TA LOT WIDTH (feet) 1150" MIN�2A O ,+-- COMPLIES r_ O LOT DEP ' MIN 208.1COMPLIES M --ADJACENT SETBACKS SIDE YARD fee 2 ' MIN 2 MPLIES (WEST LINE) B IDE Y DS AL 72.4' -CORNER �� sA 3 REAR YARD (feet) IN N LOT EX �' o G ASPHALT PAVING ' � ^ LANDSCAPE AREA 35% MIN 47.3/ NATURAL & LANDSCAPED �2'N \ �:. � 'i jam•. � {n LOT COVERAGE ° 30° MAX 2 ° BUIL DIN + CANO BUILDING HEIGHT 35" MAX 25'+ _____COMPI IESY 1D, );P, NUMBER OF STORIES 2 1.0 COMPLIES ❑ 32� \ ��' m PARKING CALCULATIONS GRASS \ p' ' " :. \\ _� z 280-78: OFF STREET PARKING REQUIREMENTS �O C(o OCG 3p 3 �.1� .\ / O \\ <bS ASPHALT PAVING Z USEARKINGD EMENT 'o `� �' C` - ,,�'%< /�� \ ii ° m CONVENIENCE STORE 1SPACE 11100 SIF GFA CIOo \ y o �2�m° �, ff 100 OFFICE 1 SPACE / 100 SQFT GFA. '\9 \ f Tm o. i O \`� w GAS STATION (PSS) 3 (CUEING/PUMP + 1 PER STAFF Ln 2 O ••► I' USE AREA RATE PARKING REQUIRED � \ \ �/ <` � -o.�G�t�<� '-/ _r � , m � La� CONVENIENCE STORE 2 4100 \ o` N° o 1/100 24 SPACES �, / O OFFICE 6100 1/100 6 SPACES \ GAS STATION PSS 2 STAFF 1/STAFF 2 SPACES 0� TOTAL 3,000 1/100 132 TOTAL REQUIRED TOTAL PARKING REQUIRED & PROVIDED: 32 SPACES O N 268 G�.;a \\ �� , _ , _ — .\ � ® p PUMP QUE SPAC 4 PUMPS /PUM 12 EQUIRED/PROVIDED 2rQ1 <OO �N O - C OFF STREET LOADING: 1 SPACE REQUIRED & PROVIDED. G (nyGN $ � r- O OO o SITE AREAS� O N 0-10 LT% \ �\s�\s y� I QUANTITY NIT COMMENT =pO z 0OOG \\ / ERCP _ , - ' � � ��R�s, x m + SQFT IA96 ACRES. t�A 0 t- tso �2G<O \ - ' ?z BLDG, FOOTPRINT 3,000 TOTA FOOTPRINT AT GRADE O Oo C� �.L 2 \ 15 PVN B 2 FT ASPHALT/PC URB AREA m 2 FULLY SHIELDED LED SIDE WALK AT BL 1,329 SQFT POURED CONCRETE . \ LIGHTING FIXTURE& 1 2� aM 2� \\ POLE ON P.C.FOOTING IMPERVIOUS TOTAL 34,288 SQFTF SITE AREA NN 41 ° 5\oPo\NG o REAR LANDSCAPE 15-132 SQFT PLANTINGS & NATURAL GRASS �N NEpGE FRONT FT STREET TREE/ GRASSES ING `v GRGRE TOTALLANDSCAPE '30,877 SQFT 30,877/65,165=47.3% N.16' OP \ / RPN� EX,S� BLACK CHAI �y LOT LANDSCAPING 47.3% SQFT 47.3% OF SITE AREA LINK FENCE IS 76?1�, 40„\� WITH SLATS S �� H�pGE ORFOR��R FF,GE (3�v�RGREEN NO RE�SN1\PL O o �X1S��N NG• RO-R i� ZONA CIO y SITE 60 Z3 p"\I`1 0�A o S6� 2N .c " 02 ON ��pPo 7Z Scale: 1"=20' MP\NRc N SITE PLAN KEY MAP - • 0' 10' 20' 40' . .r Eric Nicosia 5' 30' t tD �IzGtiIT�GT S BAR SCALE IZ�iGIISTiiRii PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net cRED ARC 45450 COUNTY ROAD 48 ti. �11�� \c CO CUTCHOGUE, N.Y. w 1 * ZONING ANALY515 AND 51TF_ PLAN Rev Date:12/14/2018 Rev Date:2/03/2018 Sign Bike Rack,Fence,S.W.Note 4 PUMP 5aUARF- CANOPY Rev Dale: ved2078BIdg. '9j, 02 5?5 �� Scale: As Shown Rev Date` 1.2/14/2018 AG RevDUpdate, :1110 ac/Air F NE Job# 17080 By: E. Nicosia Rev Date:11/062017 Proposed Site Plan + R. r\ y'oy� � a .• ��2 F AS -BUILT SURVEY �.. SITUATE SOUTHOLD TOWN OF SOUTHOLD o � SUFFOLK COUNTY, NEW YORK o LISA DRIVE O� S.C. TAX No. 1000-55-05-2.2 N R ^�� o NSR/ SCALE 1 "=20' MAY 2, 2022 SUBJECT _ , / AREA = 65,180 sq. ft. PREMISES m N RNN G�� _ 9•QQec AL zz r/ PM µ1M Ria 1 .496 ac. m ! SIGN ,:,`-GONG RB C(q• ` 1RAFF7C C0 o ro SIGNAL BOX02 Baa 51Gk� rn A GONG S\O WGpD r,`: moo`$ VA KEY MAP -� •I �:., A SCALE 1 =6009 O It o G! fxo gC+ / •38.42 p � o \ V � °06 GPS Vp ` �p�;v Q AGN �o 6C 7•a / .� � µ1M,�\X•r�g TC .:• ,s.':=- o ��n rj GANG'G . 3b.6 JNO MpN• \ .�. :, ',;:,::. g51 ? �1 \ \ pNµPGKNpS 1: F :� ,;A. c pP•lEM ;,.': R1M c I C/1 B {; P`p 36.12 r NE1N �VMI O WAO \ W .(•;. `''',Z•':1: : ",' °, • ::C'' µ1M ��`I r' .�8 4 �NG� m \ Q psc VSE •°'' ' '.`�',` ..• `_. ��. ,•s'• ,o•'••.� ��' : I W C� VA J \� Co, 37.37 Gp G' l0'.: 0. orv, ��. �r :1C r!'�N:.:: M�µ�M ;�• ' c.. Mµ�M µA11 1 \ Qf M .. .•' ~.�•::a • pps( FENCE v�: 1n Py oy V } :� �c G G Z off•::: l M 2 r' IJ:M •'V �t n R. v N 'P R o LegalDescriptionf 4 'b•• a o 54 st50 Count Road 48 Southold New r c. .'"� Yo k M � \R , ��::��`':'' •':c' 36.79 ::G�iR�::. �.. ::k1M uPR• Post 9Y . G cG► R �`. , :.r•. :::�':.M ::::::::::::::::::::::. 35. rT Suffolk County Tax Lot No. 1000-55-05-2.2 ............:.:. �- Vs_ ?��, .:::e` :::::::::;:; •••••••• �R ALL that certain plot, piece or parcel of land, situate, lying and being at Southold, O �\ N G� ''`�,•!•'.'+� :,CO '• ••• ;;•;GV�p:;• .•.C�Nc,...... rc Town of Southold, County of Suffolk and The State of New York, more particularly �No MoN •06 \ �'�` 'De oN ?'V''•''' - -.'� M. o !?'.. I bounded and described as follows,: F°NG C7�I ':: ::: : :::.:t:: �Ml�::. G° N N ,^ YL�Cptn N : . C; .'o :..:' ...................................... p0) ::,':::: 35.75 O�N GRA I O \ R1M 7' "'UMN•'•'•' b�P GRAIE RIM Beginning at a concrete monument I :..":.•. ::::::Gb� .::::..8.:::::::: ::::::...:. pµA1N g g t a ong the southerly side of North Road (C.R. 48) `R N 1M $ �: :JPgQ."" :::'C,G�. JPµo:::.''." Oµp�N GRAS RIM at the northwest corner of land to be herein described, above said monument being ....... ...... O co : t` ,„ GRNA .;:.:pON ... ...........G, ORp1NGRASRIMalso North 67 degrees 06 minutes 40 seconds East along the southerly side of .......W o t:l �y ;o M, :::::::: Tc RIM North Road C.R. 48 , 370.60 feet from a concrete monument where the southerly •b � N o� 9 ; a ;,.'. .� :::, side of North Road (C.R. 48) is intersected by the division line between land now 'Y, X 38.7 G (COJfR \ G�fPN :.::..JMQ.::. N G�� o �rx \ \ A0' :: : _ :,� .' :"''p °RARIM � 55� �c or formerly of Toms North Fork Properties LLC. and land now or formerly of Town o�o,z :�.►g ' p of Southold Development Rights and Peconic Land Trust; TC 51 �� 25°js.o P o1N Y E1rr DµpN G� �i I r n RUNNING thence North 67 degrees 06 minutes 40 seconds East along the southerly \ ELECTRICG 7 v` side of North Road C.R. 48). 211.75 to a point at the wester) end of a curve `nA Q�gK G 51 :�;'~ ' • A5p1+p1 pAVEM OWN G� RIM 3 �` connecting the souther) side of North Road C.R. 48 with the wester) side of c"3 pOS'1 FEN Railroad Avenue (Youngs Avenue O ",�: RUNNING thence along the arc of above said curve to the right having a radius of odcn M �'' oa o1 "; .y'=' GRAjE 9 9 9 y ot.,`z• \ � p� � �NG 51GN „' :�,; RMS ' /i 89.00 feet and a length of 162.01 feet to a concrete monument; C, :• max"`~�o05 + ` ' � 35.76 cfl`� W RUNNING thence South 08 degrees 35 minutes 30 seconds East along the westerly $ `"' ,;:;, pO�EON >c� O� side of Railroad Avenue (Youngs Avenue), 136.39 feet to a concrete monument at r 'z o m '•` . ' ';.;'::•; :.. :;`. � GANG w / MSR w$ W 1� the northeasterly corner of land now or formerly of Gary Rempe and Joan Rempe; r -3 r o j' t.� rc !-1 ,-� pN Z ^. 'r;:,: w c. cE 34.9',., RUNNING thence the following two (2) courses and distances along the northerly line p 6� W Cott FEN,N, ,-q4� tI 3 0 of above said land; ", °Mo I (1) South 76 degrees 17 minutes 43seconds West, 224.44 feet to a concrete �� ':. .,:'. ,`,,' •.:' ONC• CURB w / CON monument; `� �� t '• G w / (2) South 67 degrees 06 minutes 40 seconds West, 60.73 feet to a concrete �� °"'_:•,tc .�`.r; ";.� ,•' ;:' p0sr oN �� monument along the easterly line of land now or formerly of Town of p Southold Development Rights fps GONG BASE ' W �, 4A.4C I p and Peconic Land Trust; SEPTIC SYSTEM TIE MEASUREMENTSX RUNNING thence North 17 degrees 55 minutes 50 seconds West along the easterly line of above said land, 208.10 feet to the point or place of BEGINNING. BUILDING BUILDING 37.57 ' w FENCE . CORNER ❑A CORNER [g] 5tocKA°E 37 w - tvi!\ " r 'rasSEPTIC TANK 12'9' 37'9' 1-!7 C;() 1l� O **PART.'CNt e+ . - INLET COVER w w / ,,�., Row of ZREEs PFP7Z0V,,,!GFCOMSTCUCTE:DV10;;KS SEPTIC TANK 15.6' 42.0' \ x � �. f C- o-O OUTLET COVER FErpE I��t MAY 2 L \� ,A N 4 247 �t.,j. f.I,3. GREASE TRAP 21.3' 21.4' F MoN The : a0w d"s I and%rater supply facil'ittes INLET COVER GANG „ W at t;,;^location ha°re been i;1$neCted and/or GREASE TRAP cCr'.ifud by thl�,Depertment or)other agencies OUTLET COVER 20.7' 25.0' � o ks• ! 5 7 6 GARY R REPPE and font t l satlsfatory... LEACHING POOL ;I3 & JANCraig - � 31 ' 51.5' �� 0 6Q 0 �Knr'�rre-�• P'E•, ChsI a 1. z 9 f t:: .- ,��, COVER �,� /XFEZN�S• : M C- C� I ;. l° 0 ,xr 7 NOTES: r, 1. ZONING USE DISTRICT: GENERAL BUSINESS (B) 2. THIS PROPERTY IS LOCATED AT 45450 COUNTY ROAD 48, SOUTHOLD, NEW YORK 11971 >r 'aft 3. THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE X AS SHOWN ON FLOOD INSURANCE RATE MAP No. 36103CO158H. Nathan --Cor in III 4. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM AND ARE FROM ON GROUND SURVEY. Land Surveyor EXISTING ELEVATIONS ARE SHOWN THUS: c EXISTING CONTOUR LINES ARE SHOWN THUS: -XX- - - F.FL. - FIRST FLOOR G.FL, - GARAGE FLOOR Successor To: Stanley J. Isaksen, Jr. L.S. TC - TOP OF CURB Joseph A. Ingegno L.S. BC - BOTTOM OF CURB TW - TOP OF WALL Title Surveys - Subdivisions - Site Plans - Construction Layout BW - BOTTOM OF WALL PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 HEAVY DUTY AND LOCKING CAST CAST IRON coVERSTOGRADF SITE DATA AASHTO H-20 IRON COVERS TO GRADE TYPICAL GRADE >nrnstlsDGRanE ewPrivaR OGRADE BLE COVER �N�o�\R�a OWNER/APPLICANT . 'w'. 1rr ` nr �; .�•1 .Y.r�',•t .t";�1 t''i'C` :n 8"MIN.TRAFFICaz " W W W o l . tixt .? F . 2'-0"MAX. 2'-6 MAX. k!1.r .t..'+ BEARING TOP / �/� EMPIRE OIL INC. 't it„t tttv'r! +' _ • r•'t- .; 24' 24' x -•` tF CHIMNEY IMAX 25'MAX / sr�� P.O. BOX 547 C:=;n 1.',.� }' .., r 20" 20rr 7.a ctlrl,Ixl�1r G��P fl INLET e�MIN.TRAPFIc " o it d t,= 1 r,°�:1��(�-�' r ,..,l. 4.w J.te'® LAUREL, N.Y. 1948 1 12"MIN. MIN OUTLET BBARIISGTOP M SEWER PIPE �NO�SE TC 37.81 --�BC36.42 / I BC 36.87 ,6 7.o MIN 7.o"MIN pP 31. 36.62 ��RB SCTM#: 1000-055-05-2.2 f�' - 4"DIA.SDR 35 FLOW LINE 18" TO LEACHING �-L'I'---► 30•ELBOW _ Co PITCH 1/4"/1'MIN 14" DROP 12'MIN �\ Qae = SIG- -- _ N�.S�BT ADDRESS:45450 COUNTY ROAD 48 6"DIA.SDR 35 M'd4.4•DIA. 6" -f-OUTLET 'IBJ TEE PITCH 1(4"(1'MIN BDR33PVC MIN.6'nlasnR3sPvc 2��' Sse - �� 2 � Y" RgTcy / LOT AREA= 65,180 SQFT./(43 560 SQFT/ACRE)= 1.496 ACRES. S i3" PIPE OR PIPE OR EQUIVALENT, ,NG 132 , TRAFFIC CONTROL M36 egSJ , r 0--- (L EQUIVALENT PTTCFTEDMIN.1/B"/1' CFP'gC,3164 - -R=gg.4 _. _ 60 'v X�+ n�CO w z PITCHED"'I' ORSEWERWWF O SEPTIC TANK1�_ ♦31.979 L� SIGNAL BOX 36y�+ 3�2e��'q�y� / SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY o W - BAFFLE " ��',/ EXIST �o res3s� NATHAN TAFT CORWIN III, LAND SURVEYOR. ALTERNATE"li = W WALL 5'LIQUID 315 g I 2a 4F 4S .�2z a U) DEPTH CLEAN_ OUT DETAIL o�$l =g2 _ . x38.0 +.5&� 3 , 6 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED .�_ Ba°ESE�ON O �� ,31'g3 xS��°e \\ AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 EFF DA / H TE: SEP. 25, 2009. 4.a MIN. '�N x37`'° I \ �� c, SANITARY SYSTEM DESIGN DATA: M m yti°� Q °per SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV (FOUR). O 4"t I I 8'-0"DIA I -"' i, `� 4 M M ' SANITARY SY TSEM WAS NOT ABLE T BoE LOCATED O THNE SI DETURING#38.0 „ (EXISTING 1X SEPTIC TANK DETAIL NOT TO SCALE GREASE TRAP DETAIL X C, - �;. \�� EVELOPMENT OF WORK PLAN WITH OFFICE OF POLLUTION CONTROL. SANITARY Mr)T Tr)crel P �"� - 31$5 r '`'�sN SYSTEM TO BE LOCATED AND PROPERLY ABANDONED DURING BUILDING DEMOLITION IN 4R -co N, �� CONFORMANCE WITH WORK PLAN APPROVED BY OFFICE OF POLLUTION CONTROL. / HEAVY DUTY&LOCKING CAST > v 31 95 . �U v� . 36.x , °� - "�.. - IRON COVERS TO GRADE TYPICAL m _ \ N EXISTING WATER SL7PPLY WELL TO BB�P OPERLY ABANDONED. ELEV:37.70' GRADE , N^ro /'� `, � ) NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300'. .� Zo`• �' \ x \ ��' �� NO KNOWN WELLS WITHIN 150'. 2'MAX. 20"MINI. 2'-6"MAX. �i gG3' 3a CHIMNEY �� v z43e, ^oo w /� \\ � X 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 LOCATED 0.30 6 DIA.SDR 35 +- �J 6 `,P 38.00• 38.28 TC -1 MILES SOUTH WEST OF SITE. HIGHEST EXPECTED GROUNDWATER 32.5'BELOW GRADE PITCH 1/4"/1'MIN AASHTO H-20 8 MIN. G38 3 �1 3j76 a �V V / \�2 (ELEV 5.0') 8" �6 TRAFFIC BEARING Bi85 �� Gp(0 i T x37.8 000 /�� _ ' - _ _ - L ' LO ,- EXIST n'h x36.6 w PRECAST'rOPS N G a �. INLET G��RB fy�� 5��GPN 1 d,3 j'30 TC �M0 \ 65°�C HIGHEST EXPECTED GROUND WATER: 32.5' BELOW GRADE. " CON �/ 38.6 Na.SNNg t�O �O, O' 8p e� (n I /�� 3 MIN G° 0' t RFM s.31 V IE 32.64' X36 ES ,� x 6. C�' eye \ ( c1, ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. 6e �a \ 2o�isr p o 3s'ss a 1 1.496 ACRES X 600 GPD = 897.6 GPD MAXIMUM ALLOWABLE DENSITY LOAD in Sao RN%i �yo � W I NE w _ ao x36.34 PROPOSED GROSS FLOOR & USE AREAS: ° r \ o I oo \ oA110\ _ \ / }y i N c V\ ; Exs1 z GAS PUMPS: NO SANITARY DESIGN FLOW. 1 m ' 36.10 TC x LU 35•g0' 2,400 SOFT CONVENIENCE STORE: 38.4 / �,� �� 05' G� 35.60 BCo 1 o o \` � x �1 O�' \ oo��c \\ ! ►TI ONE STORY BUILDING, NO BASEMENT. PERFORATED REINFORCED N _ PRECAST DRAINAGE RINGS _� rt' \\ OJE 83 \�oG ` �� r�o� / / ' USE DESIGN FLOW RATES: ce GPN02 P� 0\�5�� 2 �� °� � \� i/ o I 0.03 GPD/SQFT. FOR CONVENIENCE STORE DENSITY LOAD. C _---� Q�MP 0SE , ' A p -) t $°cG 0.02 GPD/SQFT. FOR CONVENIENCE STORE GRAY LOAD. 3'MIN, EX FUTURE F o 5. G _"J ,� {� COLLAR EXPANSION �. '�/�' 37,00 Eo°`✓° ® V� o� w� 352°� w 0.05 GPD/SOFT. TOTAL HYDRAULIC LOAD. 8'-0"DIA. _I 16'-6"ABOVE '�XP't\ \� v , tG � NS , �N 0 LT,<`$ 3 ' a: ' 6"MIN. PENETRATION INTO VIRGIN HIGHEST m p xt�37 0 \ 000 /' 31 3°B�' G°\ °'� Ogz��, G r`` _..-.V ' PROPOSED DENSITY LOAD: 2,400 SOFT X 0.03 GPD/SQFT = STRATA OF SAND AND GRAVEL EXPECTED �,,�• O , \ ^��a__._.-- - -- 000 o a 72 GPD. PROPOSED DENSITY LOAD IS LESS THAN 897.6 ALLOWABLE FLOW. BACKFILL MATERIAL TO GROUND WATER 10A LPI3 10 ls'oFs^ `0 \ o° , ^ ro h m' BE SAND AND GRAVEL GROUND WATER \ _ - MAX GND WATER(-32.5') EL:5.0' 133 yo 6X SA TAftY o /" o s b, �- �� 1o•0r PROPOSED GRAY WATER LOAD: 2,400 SOFT X 0.02 GPD/SQFT 48 GPD. S STEM �SpR35 0 ° °p z i DESIGN SEWAGE FLOW(HYDRAULIC LOAD) : 72 +48 =120 GPD TOTAL LEACHING POOL DETAIL NOT TO SCALE P� �I's S 5'0' \ \"', -�� 6 /3011 S ,' _ 12.0' '�� _- ;�� ® �� NI` m so GT1 7.eo \ E4Ps / 120, �® /�G)j 1 HPE ©3 8a f ' z GREASE TRAP1: GRAY WATER FLOW: ti m 8x4' B'x5 R , F� / so - �� 2,400 SOFT X 0.02 GPD/SQFT=48 GPD vG o �o ��a . o. NQ 078 / \ Q M ...A/ 12.0' �® ©3q HPE i �S.pO w C: , ►�- ° T SCDHS MINIMUM ALLO BLE GREASE TRAP - 500 GALLONS - p \x 38.7 °�� 100 o w��oP G��No�Nw �La� p3 1$-PE 43S1S PE /o w � ooec ` m PROVIDE (1) 8' DIA X 5'LIQUID DEPTH GREASE TRAP. - ' -. rV cst, South Last) �SSp it m O O� v p o/ \ o \ ^ (V A /y .�Z C� `cis 1, <!I ! \ J - / \ _ / 9'Q / o a SEPTIC TANK1: 7.20 _ yA, cp� `�. .�-' � Z r "Y ,"•t= t 011 0 � �� `"o �'°�" \? oo �` ---'� w 1 ° 72 GPD HYDRAULIC +48 GPD GRAY WATER = 120 GPD. NO �C �� ' `o gg• m w 3° ©3s 1`\ {" PROVIDE 2X DAILY HYDRAULIC FLOW= 2X120= 240 GPD. (�'r oCe� p\ v� v °, Q 35• 1 00 0 °3 7a N - o �' , `` , n-' SCDHS 1200 GALLON MINIMUM ALLOWABLE SEPTIC TANK G Li rn 9 W c� 4 H E % ® v ` r r 2 G 0 \ � 0 3a• � ;- /° IrI,�{�(�[//(�\\\�\\J, � .� ,/�� s ` �+ 1 . q� ;'_ � ., PROVIDE (1) 8 DIA. x 4 LIQUID DEPTH SEPTIC TANK a p a ✓ 4lr'i {'� t O 0 0� /''+/ �, CiJ , �� 1N117��1], r!J Nr ''� .r-,t_Itholcl NY G? m 2 z. ° ` ' 0 �1 EJ 3$ SS SnF� / _ ,' 1 t3 h' 34.81.`1 fcCZ LEACHING POOL1: -� 3 PROVIDE FOR 1 DAY MIN. HYDRAULIC LOAD = 120 GPD NR��, .F1° SSC GRpO� o q�-� I . t f• ! ' ,, I 1 f- 1 I r�� '� goo Oslo N\EN PgON�o�NG X00 �N: \�s� w- ° I 120 GPD/1.5 GAL/SF/DAY= 80 SOFT LEACHING AREA REQ. i 17 -0 \ 0 e -° -�' , �3s , �' `��' `® + C SCDHS MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SOFT U r I �G 1°� pRo co tp s�M�M�Nt i,�3�1 l` 3600SOTC ^j�t ._ x �� CIW , r >ti( 'I,I ))I�'I l� m C� ON�po N°OPS I 6„so� a6.7o , 1 ec 3 G v / SEo2"RpU1�NE 9 �;I n USING 8 DIA.'POOLS = 300/25 SQFTN.F.=12 MINIMUM LIQUID DEPTH PROVIDE: ONE 8 DIA. x 12 LIQUID DEPTH LEACHING POOL. _ c I, I 1 a pm{� �� , �i �-- ; ROTEo E�G�oS I G 38.1 NO l R ,i.' 3 j pop &(J 1 , W P P s't� ° 3jss /j?%'� co ^A � o Q' ,''f -�� cl HE q4' FUTURE 50% EXPANSION 1. (NOT CONSTRUCTED) (120 X.5 = 60 GPD) ,,,,,,. ,, , ELEV. 37.5 0 ° / lir b°ec - - ___ h� - NG clw 22� o r , A, , - �,;_..__. - ;_... _----_ _-... �< @ 1"p�1N' @-- -- - ,��" \So1L BOR2 �� I ' (300 SF MIN) 8 DIA. POOL = 300/25 SQFTN.F.=8 X12 MIN. E.D. �7 \ 11. 1 7 v 1 i ._-..... ,[�r.. .-(�}y t m Q �$ i O o' \ SO�35 ��L1E�36.Ot W x34.7 ! I i i-e V 16:a I N � O n 2, �� tG 6� G � x36.3 36.2 GIW ? I 4 [�c'3tiCl t11) er ` N \ o�� X66 REF P �� 3�y0�G PNS 3 GIW I PRO' \NA," g 3 MP• c 50 -0 3s.z (n GIVNSTIGIR'`INE DOM SERVICETE ' I SANITARY STRUCTURE SCHEDULE Ts n, mt?d S?n�,IOOS�? I SOIL BORING \ q \I _# TYPE CAPACITY DJA� LDEPTH RIM E INVERT INV. OUT TOP BTM. C� O°ME CRPOE a no petro odors,dry O.Q 8r SP ,A ELEV37.I5t1 17 Ny 'I G�PR°Po�E 4,�1N.e=�o� N GTI GREASE , , 37.80 33.90 33.40 28.40 , 4 �' W 0, 40. r ( I'}tlt I'rc.:'Jn, S!�t'sand, Slightly Nrm C, G I (� 1 Q 2 r 28.80 K361C'.. : ,,;� ..._ no petro odors, moist ..._.__. _ `2� o l W ''-�� -�r-x �� W E r r x 37.1 ' �,/ EX1 FUTURE EXP 300 SOFT 8 12 37.80 32.50 NIA 35.30 20.25 4:3n, rred sand; IGCIsA 0 0 4 SF, OIW �� x3s.z 5' 30' my ryr•vo odors,dly I 8•. °sj �� ' OWS911 S BAR SCALE TOP OF TANK SLAB ( �oGKs R F E, BOTTOM OF TANK INTERIOR 3 ,bb Np�N DR�MpE ` tan;need sand, loose O.Q 85 ,P � pEN�IPI'RCIP� 7'�`�' //1�� Y Ij� ,I n7 petro odor,d `3 RSI rCMME T / 1 `� I I • 1 FLAN r rV1CCS _ _.._ -__..._...- dry___- _ ___ \ NG RD- Suffolk Department of Health Se 20 ,--- Ik Count} Uep o 2�`,NSIE RESIDE Scale: 1"=20' Approval for Constrtlion Other Than Single Family tall,med Sa-.d; loose 6�0 "' 0.0 P:i CP \ roto No.- no(ntrO odors,19rY I O CJ V G.ZO- I( � FlowZO : •.. _, Referettcc N o. Design 25' :T; r' _-_.-._.._.._.___._.___ __ __ _._ _ NG AND DRAINAGE PL S'Irt'1o'1 t rzmR ip-Ace. � _,__ ,. GRADI AN KEY 36.4 F°d9 Use(S) 1 '+ tan; med sand I.os41 ©� E i SP ��,�1�1�?"� �i �' "d ,� -- EXISTING TOPOGRAPHY p �' i ^ �. ,_. 190 These tans have been reliew�d for general conformance with Suffolk 0 �`, � �'' O' �- / ^ lth Services standards,relating to water supply rn petro odors dry ^r�, r,>,- r p'� ;;+ county Department of Health > n cam", G ` ' "ice f., y�?f-! .,, �,,, -�_ _ ^;�1 �uw `f (^�O, ^ �` ., X XX.X EXISTING SPOT ELEVATION eg Y , J3' _.�.#^---_ ._-_.._._.- , _ , __ _-__T �,•,� t��y .f�,�� 4�� 'S ,�� ^'r'i ��t t� � 'a ��.��^` ��+ and sewage disposal. R ardless of an omissions,incon5isfences or lack _ , tall:nle i sand; loam ' f "• r^ r ��tp ,, PROPOSED TOPO LINE �f detail construction is required to be in accordance with the attached waived 0.0 8:. Sr' t„� 11 >�I�v ti ��,a�,- ,(eJ` , �3 ,t I fig.;= c,, j EI ;,� permit conditions and applicable standards unless specifically waived by _ ! ? - _ the Department. This apps P Y noval date, rn petro odoors,dry H �lrt� �er O ;1 ?, �s�e ,•- F C ��u -j `�f t , 'L(? ;,�� Com. + atendedOrrenewed. PP ?�, oval expires 3 ears frons the a a ., PROPOSED SPOT ELEVATION �` � �= XX ��, _ •, _ _ _ _._.. __,_. _-. DTW: 36 � �1e1�� '°,�9.�- Cg,S;O L'C��r..r--'" lt?^ //11 •, •fir•j.•,;, . -, A III a , l J J , } A. J A.`..}..A fr i _, . A 1_A A._A,A , , _ ._f_..A,.. _A•,.�A.A.J.--�. A., X r yl Wl''✓ 1A „i^A J,.- `.�1 n f ��,,,,``"" 'DG10''' , = f TC:XX �vr�t 1 � � _l_ �.A_A. A A A ,,. t._Y_ � O� -,cl,;,e ..-••-°' X '-"»..,,f! /t.��, BC:XX PROPOSED TOP& BOTTOM OF CURB I Z ��Z�J� Brown; rnerl'coarse sand, loose j ELEV: 1.5 m > '= -�'" tY j ,, , O w "�- Reviewer m PROPOSED TOP& BOTTOM OF WALL AFpmvalDate nor odors,wet rn p t,# _-'"''"�~ > 0' I CO U w U J -{� PROPOSED FLOW LINE � No•.e's: Q W (Y LL U W E' IE] Q W 10Y RL ROOF LEADER ..=,rii r.h:ir�lcteristics similiar at each boring' � � � � I- � � o _ _ ,.....,.,. r CLEAN OUT C7 _ _� In z Z d = Z CLEAN OUT O z - �i �_ _Z CB/TD CATCH BASIN/TRENCH DRAIN ;^." 5 SLAB YLL W O DRAINAGE STRUCTURE f n� ;; , t 1< �o„ t - ' �.'' �.Cf.. 'J O � - _ J � U u- , �b6� ...•: , r3�T'r rt �� r��.,•.; .,Ac.lt A# # f t t , . !>tt lel - M , r r .- ti it , EL:38.0 M O O SLAB1.- -1O fori;3�'r _ I 1� t 1 �R I " 2 ,I 66 '`� LO LAA EL:38.0 ,( °o D- �� CAST IRON OPEN GRATE AND FRAME DRY WELL COVER - - M1:"1�1101): Direct PLISh I I()1,1; DIAiMFI HR: 2.25" OP:35.3' OOP;3 •2 � � ��. O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER / � r � � OP:35.2' 2.5' MAX APPROVAL STAMP IORIM ( 01VIPANY: BEI I ,OCt( tl ,[) I31 , JGH: '11/21/17 I.E. OUT:34.0 GREASE"- o SE TIC o SEF�TIC TOP:35.2' r TOP:35.3' o I.E. OUT:34.0 c� d, o� I �� BORING ENCOUNTERED GROUND WATER AT 36' BELOW GRADE (ELEV: 1.5') 2' OF 4"CAST IRON TRAP 1 M TA K1 cri TA K 1 co :.:. ',;.',,.y {'.%• Eric Nicosi W 8'X 5' LIQUID "'• M 8'X 4' QUID co N LP 1 N I EXP 1 I a, 11�, PITCH 1/4"/FT. - DEPT w W DE TH 2 OF 4 CAST IRON w 8' DIDE TIQUID w c� �'� I 8' DIA 12' I J�� `$` `e' 'P- HIGHEST EXPECTED GROUNDWATER 32.5 BELOW GRADE (ELEV 5.0) 2 MIN PAST TANK o TANK PITCH 1/4 /FT. o w w LIQUID iz�GIiST ��D Rt7-GHtTGT 'l� 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 T - --' I I G ' FOUNDATION 2 MIN PAST TANK DEPTH y SITE _ PO Box 879, Rocky Point, N.Y. 11778 E= MILES SOUTH WEST OF SITE BASE:28.40' BASE:28.80' r•A,.x. 'aY, LOCATED 0.30 I FOUNDATION � 8 DIA 12 ( I }' `h .,M Rev DaW12'09,2020 ` ;•' +: <- .? 928-4456 BASE:28.80 LIQUID 50 O ResubmitSCDHSNoUce2. i' Telephone: 631 1 P/o EXPANS�ON ''-_`, ;. '''` `';" p ( ) Approved by resolution of the Town of Southold,NewYork;on the day of I DEPTH E-Mail: architect@optonline.net GREASE TRAP PROFILE " (NOT CONSTRU TEI BOTTOM OF POOL ELEV: L- _ _ _� 2N �� ,� �= t 45450 COUNTY ROAD subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, 20.30' (W BELOW GRADE) , 0 \ 48 HIGHEST EXPECTED BTM:239 BTM:20.25 OQ as approved,shall void this approval signed this day of NOT TO SCALE G (323 E LOW ELEV:5.0' - - -0. 2^ SOUTHOLD N.Y. (32.5'EELOW GRADE) A\ , �^�•` *,I C% =15.39'SEPARATION N `' j aMp Fiaa ^A 7m � `* YVATFR / SANITARY PLAN byChairman j SANITARY SYSTEM PROFILE : �P V " - Scale: As Shown Rev Date112/09/2020 ACJ_ 1 NOT TO SCALE KEY MAP SCALE: 1"= 1,000' '�° - '` ��>\ Job# 17080 B E. Nicosia Secretary �, ' Ste' Y� 1 OF 1 Garrett A. Strang Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 April 24,2014 Mr.Damon Rallis Plans Examiner Southold Town Building Department Main Road Southold,NY 11971 Re: Premises,CR 48 and Youngs Ave. Southold,NY SCTM#1000-55-05-2.2 Dear Mr.Rallis; Attached is an application for a Building Permit,Two(2)copies of the Site Plan,and Check in the amount of$50 as the fee for preparing the notice of disapproval and referral to the ZBA and Planning Board. Please be aware the intended use is for a Convenience store,Vehicle fueling station with canopy and coin operated car wash. Given the fact that the lot area is in excess of 60,000 sq. ft. it is my intention to have two(2)principle uses;one being the convenience store while the other being the fueling station with canopy. The coin operated car wash will be an accessory use and as such is shown located in the rear yard with the proper setback. I believe we will need a special exception from the zoning Board for the fueling station as well as relief from the front yard setback requirements. The Easterly front yard set back is established at 50' by the building on the adjacent property to the South however the Northerly front yard setback is not established inasmuch as there are no buildings on the parcel(s)to the west. After reviewing the enclosed,please advise if there is any additional relief(s)required. If you have any questions or require additional documentation,feel free to contact my office. Very truly yours, Garrett A. Strang, Architect Encs. CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 December 20, 2018 l FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Mr. Damon Rallis t Town of Southold Building Department DECD PO Box 1179 0 X018 Southold,NY 11971 rr _ RE: William A. Penney,III and Sukru Ilgin-45450 County Rd. Southold, '�''�pv, SCTM#1000-55-5-2.2 Dear Mr. Rallis: Y-ou have completed the Notice of Disapproval last dated October 26, 2018, in connection.with the proposed gas station and convenience store at North Road.and,Youngs Ave., Southold'(copy enclosed). We are now submitting the revised site plan which we believe eliminates the need for setback variances. Please forward your determination to the Zoning Board of Appeals. This matter is scheduled for January 3, 2019. Thank you. Very truly yours, Charles R. Cuddy CRC:ik Enclosure r Nunemaker, Amanda From: Lanza, Heather Sent: Friday, March 26, 2021 11:06 AM To: Verity, Mike; Nunemaker,Amanda Cc: Cummings, Brian A. Subject: Southold Gas Station The Board is in favor of moving forward with the building permit for the site based on the Board's approved site plan and the written assurance they received that the site will be constructed as shown on that plan. We are working on a more formal memo from the Planning Board to the Building Department about this, but I wanted to let you know right away. We plan to require the applicant to mark out the locations and have us inspect before excavation and installation of the major site items like the tanks, canopy, building and curbs. Planning staff can do those inspections just to make sure we don't have any surprises. Heather Lanza,ATCP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownni .gov 1 sukruilgin@hotmail.com From: architect@optonIine.net Sent: Thursday,June 2, 2022 3:33 PM To: Henry lorizzo; sukru ilgin Subject: Re:southold final building requirements Attachments: 1-12-2022 opening studs &strap -45450 Rt 48.pdf, 2-23-22 Insulation Inspection Letter-45450 Rt 48.pdf; 6-2-22 Windborne Debris Region-45450 Rt 48.pdf Follow Up Flag: Flag for follow up Flag Status: Flagged Henry,Jimmy, Attached are letters to the building department addressing 3 of the recent inspection items. 1- Letter regarding use of single jack& king`studs and uplift strap. (Instead of 2 shown on plan detail) 2- Letter regarding my site visit for the insulation. 3-Letter regarding"Storm Shutters" listed on the inspection form: The building address is mapped as a 128mph wind speed location. The threshold for requiring the emergency"plywood hurricane shutters" on site is 130mph. The plans were approved for the building permit using this ACT map wind speed provision (Shutters NOT required). I have used this approach to demonstrate code compliance on other projects in other jurisdictions. Let me know if I can provide any additional information. Sincerely, Eric Nicosia, RA. architect@optonline.net 631-928-4456 -----=Original Message------ From: gaspumprebuilder@aol.com To: architect@optimum.net; sukruilgin@hotmail.com Sent:Thursday,June 2,2022 6:54 AM Subject:southold final building requirements 1 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 PAX: (631)369-9080 Riverhead,NY 11901 June 7, 2022 E-mail: charlescuddy@optonline.net Town of Southold D E C P Building Department JUN 0 8 2022 jD PO Box 1179 Southold,NY 11971 TOWN of sc�nHoLD Attn: John J. Jarski, Building Inspector RE: Proposed Gas Station-45450 County,Rd. 48, Southold,NY SCTM#1000-55-05-2.2 Dear Mr. Jarski: In accordance with your inspection report we are enclosing a certified copy of the recorded Declaration of Covenants and Restrictions for the above parcel. Thank you. Very truly yours, Charles R. Cuddy CRC:ik Enclosure cc: Sukru Ilgin FORM NO. 3 TOWN OF SOUTHOLD r, BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2014 TO: Garrett Strang (Penney) PO Box 1412 Southold, NY 11971 Please take notice that your application dated September 24, 2014 For permit to make additions and alterations to an existing vehicle detailing, RV sales and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold, NY County Tax Map No. 1000- Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following-grounds: The proposed construction/change of use on this 65,166 square foot lot in the Business (B) District is not permitted pursuant to Article XI, Section 280-50A., which states, "Structures shall be set back at least 100 feet from the right-of-waw The"front" canopy is proposed at 23 feet from CR 48,the addition to the existing building is proposed at 67 feet from CR 48; and the "back" canopy is proposed at 85 feet from CR 48. Article XI, Section 280-50C. states, "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." The "front"pump island is 75 linear feet in length. Furthermore, the proposed project and use require special exception approval from the Southold Town Zoning Board of A eals and site lan a roval from the Southold To in Board. ---------------------------------------- Authorized Signature Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2014 TO: Garrett Strang (Penney) PO Box 1412 Southold, NY 11971 Please take notice that your application dated September 24, 2014 For permit to make additions and alterations to an existing vehicle detailing, RV sales and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold,NY County Tax Map No. 1000 - Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following grounds: The proposed construction/change of use on this 65,166 square foot lot in the Business (B) District is not permitted pursuant to Article XI, Section 280-50A., which states, "Structures shall be set back at least 100 feet from the right-of-waw The "front" canopy is proposed at 23 feet from CR 48;the addition to the existing building is nd the "back" canopyproposed at 85 feet from CR 48. Article XI, Section 280-50C. states, L T4 "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." The "front" pump island is 75 linear feet in length. Furthermore, the proposed project and use require special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold TowrLX4anning Board. ---------------------------------------- Authorized Signature Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2014 AMENDED: October 17, 2014 TO: Garrett Strang(Penney) _ PO Box 1412 Southold,NY 11971 Please take notice that your application dated September 24, 2014 For permit to convert an existing vehicle detailing,RV sales and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold,NY County Tax Map No. 1000 -Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following grounds: The proposed construction/change of use on this 65,166 square foot lot in the Business Bl District is not permitted pursuant to Article XI, Section 280-50A., which states, "Structures shall be set back at least 100 feet from the right-of-way." The"front"canopy is proposed at 23 feet from CR 48 and the"back"canopy is proposed at 84 feet from CR 48. Article XI, Section 280-50C. states, "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." The"front"pump island is 75 linear feet in len tgth. Furthermore, the proposed project and use require special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. This Notice ofDisapproval was amended on October 17 2014 after a 'te lan ubmitted by the applicant. -)- Authorized Signature Cc: File,ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2014 AMENDED: October 17, 2014 AMENDED: October 26, 2018 TO: Charles Cuddy(Penney) PO Box 1547 Riverhead,NY 11901 Please take notice that your application dated September 24, 2014 For permit to convert an existing vehicle detailing,RV sales and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold,NY County Tax Map No. 1000 -Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following grounds: The proposed construction/change of use on this 65,166 square foot lot in the Business (B)District is not permitted pursuant to Article XI, Section 280-50A., which states, "Structures shall be set back at least 100 feet from the right-of-way." The canopy is proposed at 83.2 feet from CR 48 and 88.9 feet from Youngs Avenue,while the proposed building is 75.1 feet from CR 48. Article XI, Section 280-50C. states, "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." The canopy is 92 linear feet in length and the proposed building is 75 linear feet in length. Furthermore, the proposed project and use require special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. This Notice ofDisapproval was amended on October 17 2014qto ew site plan was submitted by the applicant and again on October 26 2018 ollowin the sub ' sion of a ne orized Sign ture Cc:File, ZBA,Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NO'T'ICE OF DISAPPROVAL DATE: September 24, 2014 AMENDED: October 17, 2014 AMENDED: October 26, 2018 TO: Charles Cuddy(Penney) PO Box 1547 Riverhead,NY 11901 Please take notice that your application dated September 24, 2014 For permit to convert an existing vehicle detailing,RV sale's and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold NY County Tax Map No. 1000 - Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following grounds: The proposed construction/change of use on this 65,166 square foot lot in the Business (B)District is not permitted pursuant to Article XI, Section 280-SOA., which states, "Structures shall be set back at least 10`0 feet from the right-of-way." The canopy is proposed at 83.2 feet from CR 48 and 88.9 feet from Youngs Avenue,while the proposed building is 75.1 feet from CR 48. Article XI, Section 280-50C. states, "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." The canopy is 92 linear feet in length and the proposed building is 75 linear feet in length. Furthermore,the proposed project and use require special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. This Notice ofDisapproval was amended on October 17 2014 a ter lan was submitted by the applicant and again on October 26 2018 folldwing the submi ono a new --------- 77 r Au ized ignture Cc:File, ZBA,Planning Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Buildift Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2014 AMENDED: October 17, 2014 AMENDED: October 26, 2018 AMENDED:December 21, 2018 TO: Charles Cuddy(Penney) PO Box 1547 Riverhead,NY 11901 Please take notice that your application dated September 24, 2014 For permit to convert an existing vehicle detailing, RV sales and service shop and construct new pump islands for use as a convenience store/gas station at Location of property: 45450 CR 48, Southold,NY County Tax Map No. 1000 - Section 55 Block 5 Lots 2.2 Is returned herewith and disapproved on the following grounds: The posed construction/change of use on this 65,166 square foot lot in the Business (B)District requires special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. This Notice of Disapproval was amended on October 17, 2014 after a new site plan was submitted 4 the applicant and again on October 26, 2018 following the submission of a new site plan, and further amended on December 21, 2018 to remove the need for variances from the Southold Town Zoninz Board ofAppeals. --------------- -- ---- ----------- Aut �d Si nature Cc:File, ZBA,Planning Note to Applicant: Any change or deviation to the above referenced applicatio -may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��jf SO 53095 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes = Town Annex/First Floor, Robert Lehneit,Jr:- T : .a. I ��. • �O 54375 Main Road(at Youngs Avenue) Nicholas'Planamento ! j# COUM� Southold,NY 11971 �a 5 2021 http://southoldtownny.gov y= "-ZONING ZONING BOARD OF APPEALS March 24, 2021 TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 Charles Cuddy Attorney. at Law P.O. Box 1547 Riverhead,NY. 11901 Re: ZBA FILE No. William A. Penney, I and Sukru Ilgin 454.50 County Road 48, Southold SCTM No.. 1000--.55-.5-.2.2- Dear 55-.5-.2.2Dear Mr. Cuddy; We are in receipt of.your correspondence of Ma ch 10,2021 requesting thatthe.Zoning Board of Appeals;`grant an extension for:the.above:feferericed Special Exception°determination dated,April 11,10 19' ' According to Condition No. 1 imposed by the Zoning.Board of Appeals; completion of the construction and..theSpecial Exception�u , of the.Gas.Station.and Convenient Store shall begin . within.two years from the date of the ZBA decision. In your letter,you explain that since ZBA approval.was granted, it took 23 months to secure remaining approvals from the.Southold-Planning Board(site:plan 4pprove0 on February. 3, 2021) the Suffolk County.Department of Health;and the Suffolk:County Department of Public Works. A demolition permit has now been issued and the existing building will be removed shortly with new construction to:commence thereafter. Because of these delays you have asked that this Board grant you a two year extension to.comply with the aforementioned condition. During the Special Meeting of March 18, 2021,the ZBA voted to grant the requested extension which will expire on April 11, 2023. Please contact this office if you have any further concerns. Copies of this letter will be forwarded to both the Planning Department and the Building Department. SinPeK ', anePsW sman, Chairperson Planning Dept. r .f. BOARD MEMBERS Southold Town Hall V/ Leslie Kanes Weisman,Chairperson o�*OF SOUTyO 53095 Main Road•P.O.Box 1179 !� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ,�a�p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��'YCQ� y,NSoUtholt],NY J]971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS APR 1 5 201 TOWN OF SOUTHOLD a • Tel.(631)765-1809•Fax (631)765-9064 SOut old Town Clerk FINDINGS,DELIBERATIONS AND DETE TION MEETING OF APRIL 11,2019 ZBA FILE No.: 6839SE MAY 1 2019 NAME OF APPLICANT: William A. Penney,III and Sukru Ilgin (CV) PROPERTY LOCATION: 45450 County Road 48, Southold NY ;.;a. ,.._ , T. Suffolk Country Tax Map: 1000-55-5-2.2 ,...;. ; D SEORA DETERMINATION: The Southold Town Plannilg Board, as Lead Agency and pursuant to the State Environmental Quality Review Act, completed the Draft Environmental Impact Statement for the application, held the requisite public hearing and public comment period, reviewed all comments and completed a Final Environmental Impact Statement (FEIS) and on July 9, 2018, the Southold Town Planning Board found the Final Environmental Impact Statement to be complete and submitted the Notice of Completion pursuant to Part 617 of the implementing regulations pertaining to Article 8 of the Environmental Conservation Law and by resolution on September 10, 2018 adopted the Findings Statements for the Southold Gast Station and Convenience Store Site Plan in consideration of the FEIS and pursuant to Article 8 of the Environmental Conservation Law (State Environmental Quality Review Act; SEQRA) and the implementing regulations of 6 NYCRR Part 617. On November 15, 2018 the Zoning Board of Appeals, by resolution accepted the Southold Town Planning Board's State Findings Statement that this Action 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 February 6, 2015 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, 65,165.6 square feet, 1.496 acre parcel located in the General Business (B)District measures 211.75 feet along North Road (CR48)east to a curve, 162.01 feet, at the intersection with Youngs Avenue,then runs south along Youngs Avenue 89.00 feet and 136.39 feet where it turns west 285.17 feet along a residentially developed lot to the south located in the Residential Office (RO) District, then runs north 208.1 feet along a Development Rights Sold vacant parcel, located in the Limited Business (LB)District. The site is improved with a one and a half story, wood-frame retail vehicle detailing, recreational vehicle service and sales building and paved parking lot, as depicted on a survey prepared by John T. Metzer of Peconic Surveyors, P.C., dated May 26,2015. f Page 2,April 11,2019 469'ME, Southold Gas Station, Penney III,Wm. Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 BASIS OF APPLICATION: Request for Special Exception under Article XI Section 280-48B(12) to construct a gasoline service station with a convenience store. Located at 45450 County Road 48 (aka North Road, corner Youngs Avenue) Southold,NY. SCTM#1000-55-5-2.2. NATURE OF APPLICATION: The applicant proposes to demolish an existing wood-frame building and to construct in its place a single-story Fuel Sales/Convenience Store measuring 40 feet by 60 feet for a total of 2,400 square feet of retail space, including a sales counter, a manager's office, a utility closet, a public lavatory, a storage room, and a walk-in cooler with refrigerated cases. The applicant also proposes to construct a fuel pump canopy measuring 42 feet by 60 feet, for a total of 2,520 square feet with a height of 18.5 feet at its highest point over four partial self-service fuel islands with a total of eight fuel pumps PRIOR PROJECT DESCRIPTION: Previously, the applicant proposed to convert an existing vehicle detailing, RV sales and service shop and construct new pump islands for use as a convenience store/gas station at the proposed location and received a Notice of Disapproval from the Town of Southold Building Department dated September 24, 2014 and AMENDED October 17, 2014 and AMENDED October 26, 2018 on the following grounds: The proposed construction/change of use on this 65,166 square feet lot in the Business (B) District is not permitted pursuant to Article XI, Section 280-50A,which states, "Structures shall be setback at least 100 feet from the right-of-way" "The `front' canopy is proposed at 23 feet (amended to 83.2 feet) from CR48 and the `back' canopy is proposed at 84 feet(amended to 88.9 feet)from Youngs Avenue" "The proposed building is 75.1 feet from CR 48" Article XI, Section 280-50C. states, "A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street..." "The `front' pump island is 75 linear feet in length." (amended to the canopy is 92 linear feet in length and the proposed building is 75 linear feet in length") Furthermore, the proposed project and use require special exception approval from the Southold Town Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. The Notice of Disapproval was amended on October 17, 2014 after a new site plan was submitted by the applicant and again on October 26, 2018 following the submission of a new site plan. Most recently, the Notice of Disapproval was amended on December 21, 2018 to remove the need for variances from the Southold Town Zoning Board of Appeals, reflecting the current application for only the Special Exception to operate a gasoline service station with a convenience store. ADDITIONAL INFORMATION: The subject parcel in the Business (B) District, by right, is permitted to have a Convenience Store with a larger retail footprint than is currently proposed. This parcel was previously a gas station in the late 1950's through the early 1980's and has the following Certificate of Occupancy on file with the Town of Southold: Z498 January 18, 1960 Business Building—Gasoline Service Station Z1185 November 30, 1961 Business Building—Automobile Service Station & Garden Center Z27909 September 4,2001 Addition to an existing building as applied for 1 Page 3, April 11,2019 #6939SE, Southold Gas Station,Penney III, Wm.Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 PUBLIC HEARINGS BEFORE THE BOARD OF APPEALS: Multiple Public Hearings before the Town of Southold Zoning Board of Appeals were held where members of the local community spoke in favor of and against the application,including: April 2, 2015,June 4, 2015, July 2, 2015,January 3, 2019,March 14,2019 During these hearings members of the public and immediate neighbors brought forward repetitive concerns relative to the scale of the initial project; the use(s) of the project; traffic and safety concerns; hours of operation; lighting; litter control; vagrancy and criminal activity; proximity to preserved agricultural lands (DRS); proximity to lands owned by the Peconic Land Trust; Town policy to maintain North Road/CR 48 as a `rural corridor'; the need and necessity of an additional gas station and convenience store. In particular, many residents of Founder's Village, a 55+ Retirement Community condominium complex, voiced concerns. Countering these concerns, a few members of the community and the applicant and his sons spoke in favor of the application for a Special Exception to allow the gas station use citing convenience, choice of service and `competition' allowing competitive gas pricing within the immediate community with the closest gas stations located to the west on North Road/ CR 48 in Peconic or southwest of the subject parcel, on Main Road/ SR25 at Main Bayview Road. The July 2, 2015 Public Hearing concluded with an adjournment to allow the Town of Southold Planning Board to complete the SEQR process. After SEQR was adopted by the Town of Southold Zoning Board of Appeals and during the March 14, 2019 Public Hearing the applicant volunteered to reduce and limit the size of the convenience store to 2,400 square feet; limit the hours of operation from 6am -IOpm daily; limit exterior signage and lighting to the specific hours of operation, 6am-10pm; to turn off all lights, except those, dark-sky compliant, required for security, promptly at lOpm; ensure all pumps are closed and non-operational/locked, daily at l Opm; document and establish no `left' westbound exit from the site onto North Road/CR48,thereby further mitigating all public concerns. WRITTEN DOCUMENTATION: Substantial correspondence was received by the Town of Southold Zoning Board of Appeals relative to this application including revised applications, site plans and architectural renderings sent by the applicant's attorney and consultants, the architect and engineer, in an effort to voluntarily mitigate issues and concerns brought forward during public meetings. Additionally, Town residents and neighbors in the immediate retirement community of Founder's Landing, located to the south of the subject parcel, provided written testimony about the impact of the increased traffic to their residential neighborhood and on Youngs Avenue in general should a Special Exception be granted. Lastly, Jeffrey L. Seeman a Certified Environmental Professional, responsible for the applicant's preparation of the DEIS/FEIS and general SEQRA compliance offered written testimony clarifying concerns brought forward during the January 3, 2019 Public Meeting relative to Traffic and Safety, Community Character, Special Exception criteria, Lighting, Signage & Litter, Visual Impacts, and Additional Mitigating Measures. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14, 2019 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 Page 4,April 11,2019 #6939SE,Southold Gas Station,Penney III, Wm.Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 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 lot fronts both the North Road / CR48 and Youngs Avenue in Southold and is located in the B District and adjacent to the RO District and opposite the LB-District. While some parcels in the immediate vicinity are preserved, the majority of lots are developed with mixed uses including a fitness center, an .auto-mechanics garage repair shop, small businesses, residences and a home-based hair salon. Furthermore, the site is currently used as a retail vehicle detailing, recreational vehicle service and sales building and paved parking lot and was previously a gas station,without issue. 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 general vicinity has been and will continue to be developed by business and, professional uses. 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 site is currently used as a retail vehicle detailing, RV service and sales venue; the zone permits a convenience store and with Special Exception, a gas station. The parcel fronts both North Road / CR48, a major thoroughfare, and Youngs Avenue a significant intersection with a traffic signal. The site previously was used as a gas station and the applicant, in order to receive the Special Exception, is required to fulfill site plan approval from the Southold Town Planning Board to ensure that any possible adverse impacts will be mitigated. As indicated by SEQRA analysis the gas station does not adversely .affect the health, safety or welfare of the community; historically and as a result of the zoning provision of the Town Code, this site is appropriate for a gasoline service station which is commonly located along a main thoroughfare. Additionally, the Applicant has agreed to limit the hours of operation to 6:OOam to10:00pm and to prohibit left turns form the property on to Route 48 to further mitigate any potential -impacts. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. Chapter 280 of the Town Code recites adequate sites should be set aside for industry and commerce and while a gasoline service station would fall into this category it also provides a needed service to residents and business. Providing for the total community through meaningful zoning designations, as here, is in accordance with the general purposes and intent of this Chapter. 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. The proposed convenience store and gas station will be reviewed by the Town Architectural Review Committee and will receive Site Plan approval from the Town of Southold Planning Board and will be designed to enhance the streetscape and North Road / CR48' corridor. The proposed Site Plan shows improved on-site parking and 49.7% of the subject property's lot coverage as landscaping and as stated above, the Applicant has agreed to limit the hours of operation from 6:OOam to I0:00pm. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. Fire suppression systems are part of a modern gasoline service station and the site is readily accessible, as a result of its significant intersection with traffic signal, to both local and regional fire and police services. 1 Page 5,April 11,2019 96939SE, Southold Gas Station,Penney I1I, Wm.Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. All stormwater will be contained on site and the management of stormwater is further subject to the Town of Southold Planning Board approval as part of the Site Plan process. 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. The North Road/CR 48 corridor from Horton's Lane to Boisseau Avenue has been developed with businesses and offices in both the General Business and Limited Business districts. North Road/CR48 is a regional thoroughfare and has been significantly improved by the County of Suffolk. The General Business District in which the parcel is located and is designated in the Zoning Code as the area particularly suitable for a gasoline service station. B. The conservation of property values and the encouragement of the most appropriate uses of land. The site at the intersection of North Road/CR48 and Youngs Avenue since the inception of zoning has continuously been in commercial use and such use is appropriate to that location. 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. The entrance/exit at Youngs Avenue has been moved away from the intersection further south as depicted on the current proposed Site Plan and as noted in the SEQRA analysis and traffic study the gasoline service station does not result in a significant increase in traffic. The applicant has volunteered to limit egress onto North Road/CR 48 to eastbound traffic only and will install Town and County compliant signage disallowing `LEFT' turns from the northern egress westbound on this thoroughfare. Patrons desiring to travel west will need to exit via the Youngs Avenue egress. 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. As noted in the Site Plan there is public water available and an adequate capacity for a septic system. There will be regular monitoring to determine if any effluent results from the use. The subject parcel is substantially larger in square feet size than all other gasoline service stations in the community. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. The SEQRA analysis indicates there is minimal odor from the gasoline service station use, and that analysis further indicates that there are no obnoxious gases, smoke or soot from this use. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. SEQRA demonstrates there is no electrical discharge and virtually no dust, light,vibration or noise from the proposed use. All lighting will be in compliance with dark-sky requirements. 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. This use will not cause undue interference with existing or proposed public parking or recreation facilities since there are no adjacent public or recreational facilities. 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. By its nature a gasoline service station requires a bituminous surface and the site is sufficiently large enough to provide adequate parking for the proposed convenience store. Page 6,April 11,2019 46939SE, Southold Gas Station, Penney III, Wm. Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 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 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. This site,with entrances from two (2) streets, is fully accessible to fire and emergency apparatus and the structures on the site are internally protected to prevent a hazard to life, limb or property. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. This gasoline service station with convenience store proposes less lot coverage than what is permitted by Town Code and does not involve an overcrowding of land or an 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. The structures will be used similarly to those at other gasoline service stations and this site is larger than other service stations permitting sufficient area for the anticipated use. L. Whether the use to be operated is unreasonably near to a church, school,theater,recreational area or other place of public assembly. The use is not near a church, school,theater,recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. Not only was this site formerly a service station, it is designated by the Town Code, by its zoning use as and for a gasoline service station and it is at an intersection with a traffic light permitting vehicles to appropriately exit. The convenience store as a separate permitted use complies with Section 280-48 use regulations. 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. There is significant buffer between the adjoining Residential Office property; it will be continued and enhanced. The approved site plan calls for 47.9% lot coverage with landscaping. The applicant has also voluntarily limited the size of the proposed building. 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. Provision has been made in accordance with Town requirements to collect and dispose of stormwater runoff as well as any sewage, refuse or other liquid, sold or gaseous waste all of which will be part of the approved Site Plan. 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. This site has continuously been in commercial use and the applicant proposes to assure there will be no groundwater pollution and is responsible to the New York State Department of Environmental Conservation guidelines for regular inspection, along with other Town,Regional, State and Federal authorities. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Planamento, seconded by Member Lehnert, and duly carried to GRANT, a Special Exception, as applied for, and shown on the Site Plan prepared by Eric Nicosia, Registered,Architect, dated March 18,2019, and the Architectural Drawings and Floorplans prepared by Eric Nicosia, Registered Architect, dated March 25, 2019. ' Page 7, April 11,2019 1,16939SE, Southold Gas Station, Penney III, Wm. Ilgin Sukru(CV) SCTM No. 1000-55-5-2.2 SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception permit requires that the applicant complete construction on the Gas Station and Convenience Store and begin the approved special exception use in compliance with the conditions imposed by the Zoning Board of Appeals within TWO YEARS FROM THE DATE OF THIS DECISION which may be extend pursuant to Section 280-141 of the Town Code. 2. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit null and void. 3. The applicant must file Covenants & Restrictions on the subject parcel with the Suffolk County Clerk's Office: a. limiting in perpetuity the hours of operation from 6am — lOpm daily, including all interior and exterior lighting which shall be turned off by lOpm daily, with the exception of dark-sky compliant security lighting as required. b. prohibiting in perpetuity the establishment of any formula franchise food concession in the conveniences store or anywhere on the subject property. 4. No further expansion of the convenience store or number of gas pumps, as approved herein, 'is permitted without applying for and receiving permission from the Town of Southold Zoning Board of Appeals and other appropriate departments and agencies as determined by a code enforcement official of the Town of Southold. 5. A clearly displayed code conforming sign on the subject premises shall prohibit cars exiting from the north ingress/egress from making a left turn (westbound) on to CR 48; signage is to be approved by Town of Southold Planning Board. 6. All other signage on the subject premises must conform to the Town's signage code. 7. The applicant shall comply with all of the requirements in Town Code Section 280-48B governing gas station uses unless otherwise approved by the Southold Town Planning Board. 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 jurisdiction and shall have the right, after a public hearing, to modem, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XX!V, Section 280-141 of the Town Code. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes, Planamento,Acampora and Lehnert. Leslie Kanes Weisman, Chairperson Approved for filing /,� / CONTINUOUS RIDGE VENT 12 9 5/8 ARCHITECTURAL ROOFING SHINGLES —� 12 OWN !; Isginling 18 i I1�1 } I� — I � ,-T-1--1 \ yI- Tf� �� L_, iL� r �� ` �- 1 -1 L ,i ra TIT 7 ._: _L I_ 1. 1.._ �. I :L.i. �.. T L ( r f� T;T ( �,. rL::T T_ j '?.. T � ri� I -_[ C 11:11.I T 1 [ 1 TI 1 i_1-1 _t_. � „ . ,� t..t:�_I � i - 1:-1 i� +T _ 7 T 7 - ,, �-i �-'-�- I I , I ,rte L�}T1 SCI 1_ }_I L 1_ 1 , 1 rTCC t r r , i t ri 1 I� _ l,'� (_L. i..i i .I i � .:.fL(,l �_. TI _ � � L r ii _ „ , ; r - , .. l i"• t T � :. ,1...�. I-.1.4_L,._ - ' i _i.,.�:,._;.. J ._!.—. _�._._L .1.,_ T �.; .-�� Ti_£ L�-C_ � . i_,__.� �-',-� -�-�1 �Ta- �_l ��T1 i L,L_h1 1 .1:_ 11_�r!� L_L. I - --- l I I 777 l .�L_, i rlrLrl_. ��1 L Ll �E '4i - i - L I a L I_ I � I ,I fir- �. WHITE 14" FRP DORIC STYLE COLUMNS TYPICAL TRIM: BLACK FULLY SHIELDED LED EAST ELEVATION "AZEK" WHITE COMPOSITE TRIM LIGHT FIXTURES OVER SIGN BLACK FULLY SHIELDED LED 1X2 ON 1X6 TRIM AT V-0" FLYING GABLES NORTH ELEVATION LIGHT FIXTURES OVER SIGN 1X8 BARGE BOARD AT GABLE ENDS EXTERIOR FINISHES/COLORS '' 1X8 FRIEZE BOARDS CARVED COMPOSITE SIGN 2 CARVED COMPOSITE SIGN 1 ROOFING SHINGLES J OWENS CORNIN_GOA_KRIDGE_ "DRIFTWOOD" ALLOWABLE AREA= 3-1/2" WINDOW CASING 6" CORNER BOARDS ALLOWABLE AREA= UPPER WALLS _ C_ERTAIN_TEED FIBER CEMENT 7" PERFECTIONS "WICKER" 1/1' OF FACADE=1X70'=60 SQFT. 1/1' OF FACADE=1X50'=50 SQFT. _LO_WER WALL CULTURED STONE COUNTRY LEDGESTONE "UMBER`' PROPOSED SIGN 2 DIMENSIONS= PROPOSED SIGN1 DIMENSIONS= SIDING: TRIM & WINDOWS WHITE AZEK 8 LONG X 2 HIGH =16 SQFT --- 10' LONG X 2' HIGH =20 SQFT FIBER CEMENT COMPOSITE SHINGLES. EXTERIOR DOORS WHITE ALUMINUM SEPARATE SIGN PERMIT REQUIRED - SEPARATE SIGN PERMIT REQUIRED 7" TO WEATHER "PERFECTIONS". ADHERED MASONRY VENEER BASE L 9 3`,S 40-1 RCyy pp ;. MAR � 8 619 'ZONING 130ARU OFAPP& 60'-0" I r, v y UTILITY I MANAGER � 3 r� AV STORAGE h s REFRIGERATED CASES µ , Y ^ , W 1 ti„ s AMU Won ry I■ W O w + Z - -_ _ • Ile J (_D Qry U- W ! NORTH EAST VIEW Bing Dept copy from ZBA Final review�d�1,3£�n�nt ZBA File # �jj �j%JJ Date: / ) / SALES COUNTER CONVENIENCE STORE F-e64STeR(:D AIzGHIT6(,T PO Box 879, Rocky Point, N.Y. 11778 2,400 SQFT Telephone: (631) 928-4456 E-Mail: architect@optonline.net D ARC'S' 45450 N0RTH ROAEI C Co C_ 1W 441 SOUTHOLD, N.Y. OL �'�O�'05�_D BUILDING Z Rev Date: 3/25/2019 � FLOOR PLAN ---- !� Rev Date: 1/7/2019 � 2 5 O� SCale:1/4"=1'-0" Rev DatE�,: 3/25/2019 A-1 . 1 1 Rev Date: 2/3/2018 F Job# 17080 By: E. Nicosia T # 1 OF 2 OWENS CORNING OAKRIDGE "DRIFTWOOD" ARCHITECTURAL ROOFING SHINGLES. MATCH MAIN BUILDING ROOF. RIDGE CAPS 1 ON 14 PITCH CV 00, v\--8" WHITE METAL FASCIA WHITE ALUMINUM SOFFIT WITH FULLY RECESSED LIGHT FIXTURES WHITE ALUMINUM ROOF LEADER AT CENTER COLUMNS EO WHITE PAINTED STEEL COLUMNS GAS PUMPS F 11FT 1 L11 FT -40--BOLLARDS NORTH & SOUTH CANOPY ELEVATION EAST & WEST CANOPY ELEVATION - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — U) cl� < 0 In > 10 IQ Cl) U) C0 z z — 0 < z _j < S2 U) 0 c? CL < I ° w (D Cn 12'-6" T-0" 29'-0" 31-011 12'-611 O co in 14P-0" 32'-0" 14'-01' 4 (0 LO L? N Bldg Dept copy from ZBA N Final revie d doc S ZBA F wg ate: 60'-0" - - - - - - --\k- - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - 6ric Nicosia 7-6161ST67,6D Aj?---(,"1T6CT PO Box 879, Rocky Point, N.Y. 11778 Ar Telephone: (631) 928-4456 FUEL PUMP CANOPY PLAN E-Mail: architect@optonline.net e ARC A/ 45,450 NORTH ROAID �,\C, C0 w SOUTHOLD, N.Y. FUEL PUMP CANOPY Rev Date: 1/7/2019 y o 45 Scale:1/4"=V-011 -Rev Date: 3/25/2019 Rev Date: 6/6/2018 Job# 17080 By: E. Nicosia I # 2 OF 2 A-2. 1 BLACK FULLY SHIELDED LED GOOSENECK LIGHT FIXTURES BRANDING NAME WOR LOGO SIGN - - � SITE DATA p 24 SQFT MAXIMUM AREA EACH SIDE APPLICANT/CONTRACT VENDEE: 15RANP SUKRU ILGIN - FUEL PRICE PLACARDS: P.O. BOX 547 LQC-7Q �;, REGULAR, PLUS, SUPER, DIESEL, E 85 LAUREL, N.Y. 1948 PROPERTY OWNER: I ' WILLIAM A. PENNY III. -- 2200 HOBART ROAD SOUTHOLD, N.Y. 11971 0 iii SCTM#: 1000-055-05-2.2 --- WHITE PAINTED COLUMN 45450 COUNTY ROAD 48 LOT AREA= 65,165.6± SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. SLOPED PRECAST CONCRETE CAPS SITE INFORMATION DERIVED FROM SURVEY CULTURED STONE OVER MASONRY POLE#85 R DATED 5/26/15 BY PECONIC SURVEYORS, P.C. .t PIERS AND BASE EXISTING ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE GQ' APRON THE RESULT OF ACTUAL FIELD MEASUREMENTS. ° IJIATCH BUILDING'S STONE r — - EM°J� FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED N? 0 76 .0 POLE AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. �o7. � R� r��8699ZONING ANALYSIS SITE MONUMENT SIGN l \O • \O e�PE�015 C\NG P G \0��PpROJ P ZONING: B- GENERAL BUSINESS. SCALE: 1/4" =1'-0" O P� of�Pos PNo �X\s G�P cOVN�� P ��R\GS�PNOPR G°Ns� EXISTING USE: VEHICLE DETAILING, RV SALES & SERVICE GoON�N� R��° QROP. 2 ALL EXISTING STRUCTURES TO BE DEMOLISHED s O OLS c \NsNvFF°�� see s GRASS PROPOSED USES: PARTIAL SELF SERVICE GAS STATION. N �o�Oc�\N\� �°� CONVENIENCE STORE. GoN o�MPN oM� Qo PROPOSED GROSS USE AREAS: SQFT 6 CONVENIENCE SIDED UMP CANOPY 2,520 N6�� _ P P�Gv GVH P G.G oaAMP F0I 3p2 ® FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND sO�•NP�� sQ�� i �o �2 INDUSTRIAL DISTRICTS STRUCTURES (280 ATTACHMENT 4) 5-01-2006 ZONING ITEM MINIMUM ALLOWED PROPOSED COMMENT �cA / \ ` LOT SIZE s .ft. 30 OOOx =6 k 65.165.6± MIN PER280-48C 5 r + -COMPLIES o m O LOT DEPTH feet 15 ' MIN 208,10' COMPLIES / NZ Nk 100, ADJACENT SETBACKS SIDE YARD (feet) 25' MIN 33. COMPLIES WEST LINE BOTH SIDE YARD 0'TOTAL 79.4'' ORNER LOT G� EE J G O PGS 39'I N N syc REAR YARD feet 35' MIN N/A CORNER LOT °G ASPHALT PAVING Fs LANDSCAPE AREA (%) 35% MIN 1, 49.7% NATURAL & LANDSCAPED —ID LOT COVERAGE 30°/ MAX 4920/65 ° 165=7.5%;" + CANOPY �ip BUILDING HEIGHT (feet)-35' MAX 25'± COMPLIES < NUMBER OF STORIES 2 1.0 COMPLIES 6p' m� PARKING CALCULATIONS O01 FF STREET PARKING REQUIREMENTS O GRASS �/ �� 14 \ // ASPHALT PAVING Z ro V \ r USE PARKING REQUIREMENT �� ° CONVENIENCE STORE 1 SPACE / 100 SQFT GFA. T ® 3� GQ�� ,� �\ - \ �// 100.0' � GAS STATION (PSS) 3 QUEING/PUMP + 1 PER STAFF co a� \\ �� 2°��°�� o CO w USE AREA R/A C ii-ARKING REQUIRED ° m q -T1 CONVENIENCE STORE 2 4010 1/100 24 SPACES GAS STATION PSS 2 STAFF 1/STAFF 2 SPACES �p v TOTAL REQUIRED - - 26 TOTAL REQUIRED O \ TOTAL PARKING REQUIRED & PROVIDED: 26 SPACES O N \ �� _ - � PUMP QUE SPACE 4 PUMPS 3/PUMP 12 REQUIRED/PROVIDED OZ 2 OO.L O-0 \\ cr PAv�NG _ - ' ,�1 / v_' 20 G�O 2 G�\ O \ �� P., _ �' Tc� fn OFF STREET LOADING: 1 SPACE REQUIRED & PROVIDED. o _ , SITE AREAS 0 0, coZ N �(\ G (P C111 �3 o N ITEM QUANTITYUNIT COMM NT LOT AREA(S) 65 +O A�r SQFT 1,496 ACR=S. n N11 m BLDG. FOOTPRINT 2,400 T TALFOOTPRIN T T GRADE o rO O O G? 12 0, PAVING & CURB 29,959 SQFT ASPHALT/PC CURB AREA FULLY SH ED LED SIDE WALK AT BLDG 1,329 SQFT POURED CONCRETE LIGHTING FIXTURE& POLE ON P.C.FOOTING IMPERVIOUS TOTAL 32,788 SQFT 50.3% OF SITE AREA 7N � ° o\N°o��N O DGE FRONT LANDSCAPE 16,645 SQFT STREET TREE/ GRASSES NREARLANDSCAP 15,732 SQFT PLANTINGS & NATURAL ?G �m� O GRASS TI�Ir'e\lv TOTAL LANDSCAPE 32 377 S FT 32.377/65,165=49.7% 01 X N� 6'BLACK CHAIN R°PPN� 4 44 IS LOT LANDSCAPING 49.7% SQFT OF SITE AREA LINK FENCE N QQ 22 g Dept copy from ZBA WITH SLATS S,6o �� 46 W Flrtal revi ZBA Fil # daX( `�ews l3c}� Date; 1 1 1 d0 L� NEDGE OR FORE�� FIGE OF GREEN NO REM? T1P� IS�ING EVER RO_ RESIDEN EX ZONING G°J�� 3 y° SITE �, 06 ° S6� ZN 7 °�2 �N 7Z �AA �\O0� Scale: 1"=20' 00N?Q N SITE FLAN KEY MAP � W 0' 10' 20' 40' � E -Tp!k- uric Nicosia 5' 30' S BAR SCALE R. C�IST�Iz�l� R1ZG.HIT�GT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 E-Mail: architect@optonline.net G °ao��,,� 45450 COUNTY ROAD 48 r CUTCHOGUE, N.Y. Rev Date: 3/18/2019 Eliminate Office Use * ZO1�I1�1G �tNALY5IS >btND SITE ALN Rev Date: 1/07/2019 1 ' Rev Date:12/14/2018 f i' Rev Date:2/03/2018 Sign Bike Rack Date: 03/2018 B Note / _w Rev Date:2/03/2018 Bldg. � c � �� Scale: As Shown Rev Date:, 3/18/2019 v -I Update,Moved Vac/Air _. Rev Date:11/06/2017 Job# 17080 By: E. Nicosia Proposed Site Plan 1-U-1 UKE bU"/o t_X1-AN51UN 1. (NUT CONS 1 KUI:i tv) UZU X.5 = nu ht-U) (300 SF MIN) 8' DIA. POOL 300/25 SQFTN.F.=8'X12' MIN. E.D. lSAN I.TARYSTRU.CTURES CEkTt INV-,�OUT TOP TR H.EDULE AL EX1'.'VUTURE'EXP: 30:O:SOPT 8'' 12' 37:80'.-.32:50' `NIA TOP'.OF TANK:SLAB BOTTO M,QF.TANK:I NTEWR. r pjk.Couiity,Dcpatndenl of. Iesiti Serinces $ oval<ft i.'Gonsiceicei;on other'Thaii Single Fartaily . t J nJ,1 2A C.2 Ups):7r :Theme,,plans.:haye:teen.reviewed..f9r general:conformance. with Suffolk'. County Degasvnent.of Health Services standards,;relating to water supply anil.sawage dispo$ai::Ragar ltem.&any.omissio inconsistence$or iack �f det.d. constivctton is regwred to,be in acCocdattce with the:attached v !t corxciitsons and'applicable standards unless`_specificaliy wat ed,by l jepartt ierit Th' approval expirEs 3:years.from the.:approval Hate, umltss extet�ed orremevve�: f2tile .a te Appt�irai]�a>� ° . . Re fewer ' Ir 'x:, xs=ftn =S2lit 'ysy - '€ V. PA `sFILErowntt� f��_ ..... . -- APP:ROAL:STAMP , . s co5-rear 'g. LOO GoIST .�Z � .l� # 1TGT p2o PO Box 879, Rpcky Pgint;:N:Y. 11778 Rev Date 12lU9/2020 - s'^. ResubmltSCOHSNotice2 Telephone (631)928.;4456 ➢, � E-Mail:architect@optonlinenet E °'��'c 45-450 COUNTY-�ROAD 48 SOUTHO:LD, N.Y. YgATER / 5ANITARY FLAN N . 0_: ,. Scale: As Shown Rev Date 1':2/09/2020 to o AS 1 Job# 17080 By: E. Nicosia 1 OF 1 L4 69 i ,� COUNTY OF SUFFOLK MAR 2 4 2021 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWN,P.E. COMMISSIONER ERIC M.HOFMEISTER DARNELL TYSON,P.E. PHILIP A.BERDOLT DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER Suffolk County DPW#48-2023 March 12,2021 Town of Southold Building Department 54375 Main Road P.O.Box 1179 Southold,NY 11971 To Whom It May Concern: This is our"subsequent response"to our review of revised plans that an applicant known as Empire Oil,Inc.has submitted to us in response to a previously"Disapproved"or"Approval Withheld"239f submittal. The original 239f was submitted by your Department to us on October 15, 2020 of which we responded_to you and the applicant on December 16,2020. CR#48,Middle Road Project Name: Southold Gas&Convenience Applicant Name: Empire Oil,Inc. Project Location: Southold SCTM#1000-055.00-05.00-002.002 ® APPROVED ❑DISAPPROVED ❑ APPROVAL WITHHELD 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. A(Axaa - Pri!q i- Alexander J.Prego,P.E.,P.T.O.E. Director of Traffic Engineering This response supersedes any previous comments on this application. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4081 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 FAX(631)852079 v � � w COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWV. ,P.E. COMMNSIONER ERIC H.HOFMF.ISrER DARNELL'I'YSON.,F.E. PHILIP-A.BERDOLT DrPLn'Y COMMISSIONh-k CRIEF i.)EPL'TY'C,OMMISSIONER DEPUTY COMMISSIONER Suffolk County DPW#48-2023 March 12,2021 Town of Southold Building Department 54375.Main Road P.O.Box 1179 Southold,NY 11971 To Whom It May Concern: This is our"subsequent response"to our review of revised plans that an applicant known as Fmpize Oil,Inc.has submitted to us in response to a previously"Disapproved"or"Approval Withheld"239f submittal. The original 239f was submitted by your Department to us on October. 15, 2020 of which.we:responded to you and the applicant on December 16,2020. CR#48,3-fiddle Road Project blame:Southold Gas&Convenience Applicant Name:Empire Oil,Inc. Project Location:Southold SCThi 41.000-055.00-05.00-02.002 ® APPROVED ❑DISAPP:ROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f.of the New I-ork-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 taw for the proposed access and any improvements this Department deems necessary along the Countryxight-of-way. V� P.1;.,P.T.O.E. Director of Traffic Engineering This response supersedes any previous.comments on this application. SUFFOLK COUTN7Y[SAN EQUAL OPPORTUNITY/AFFIRMA`I7VE ACTION EMPLOYER (631)852=4081 335 YAYHAtiif AVENUE YAPHAIK,N.Y. 1100 FAX(63I)M-4079 ' �/ j�� ' | � . `^ 1 7 DEC �02O ~^- ^ `-' . / BUILDING DEPARTMENT TOWN OF SOUTHOLD |�/\nnax-54375 Main Road-PO Box | |79'3outho|d. NY 11971'0959 - Telephone (631) 765-1802-FAX (631) 76S-9502 Date 1O/1o/u02O SUFFOLK COUNTY DEPARTMENT OPPUBLIC WORKS COMMISSIONER 335 YAPHANKAYENUE YAPHANk, NY 11980 DearSir: |naccondancewidhSection 339f ofthe General Municipal Law ofthe consolidated Laws ofthe State of Name&Address ofApplicant Empire Oil,Inc.p.O.Box 547Laurel,N!� 11948 has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N 3 E VV side of, Southwest cn - of County Road 40&Youngs Avenue C.R. GCTM#1OOO-055'05-22 Distance N S E VV Village Town Southold Asshown onthe attached survey orsite plan (3 copies needed),dated 00/17/2020 We shall withhold further action on this application for ten(10) business days for the aforementioned Section 239f Building Permits Only Building |nspectdr CA Vol— Date: APPROVED / DISAPPROVED the Town/Village pursuant tothe General Municipal Law subject tothe stated con *Lns: SUFFOLK COUNTY DEPT. OFPUBLIC WORKS By: CHIEF ENGINEER COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWN,P.E. COMMISSIONER ERIC M.HOFMEISTER DARNELL TYSON,P.E. PHILIP A.BERDOLT DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER DPW#48-2023 CR#48, Middle Road Project Name: Southold Gas&Convenience Applicant Name: Empire Oil,Inc. Project Location:-Southold SCTM#1000-055.00-05.00-002.002 Date:December 14,2020 ❑ APPROVED ❑DISAPPROVED ® APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Change CR 48,Middle Road access to 15' entrance-only access with 30' curb return radii. Alexander J. Prego,P.E.,P.T.O.E. Director of Traffic Engineering SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)8524079 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS NON-UTILITY HIGHWAY WORK PERMIT COUNTY ROAD:CR 48-Middle Rd PERMIT NUMBER:48-2023 Location:CR 48 at YOUNGS AV Date Issued:03/10/2021 Town:Southold Hamlet:Southold Expiration Date: Tax Map No(s):1000-055.00-05.00-002.002; Project Name:Southold Gas&Convenience Pursuant to the provisions of Article 6,§136,of the New York State Highway Law,permission is granted to: r' L �C5 Empire Oil Inc PO Box 547 Laurel,NY 11948 MAY 1 1 2021 And,if applicable,the following Contractor of record: AUTHORIZING THE FOLLOWING WORK ACTIVITIES: Ly TA,T or P,T�P"5', Construct/Build/Install: Pavement Markings;Asphalt Driveway;Signage;Curb Remove Existing:Curb;Access(es) Fre ole:`County r.r-E ROW GENERAL NOTES OR CONDITIONS: All work shall be performed in accordance with the stamped permit plans and in accordance with this Department's most recent general,traffic and material specifications and as directed by the County Engineer. The zoning and subsequent use of this property is under the authority of the town/village in which this development is located. Thereby,the issuance of this"Highway Work Permit'should not be construed as an approval by this Department for this development and/or associated land use. Prior to the start of any work,the stamped permit plan and attached construction detail and notes must be provided to the applicant's contractor and said contractor must arrange a pre-construction meeting by calling 852-4100 a minimum of 48 hrs. prior to start of work. The contractor is cautioned to the possible presence of underground utilities in the project area. Under Rules set forth in APR Regulations Code 753,the contractor must obtain a full mark-out of underground utility lines by calling 811 at least 2 business days in advance but no more than 10 business days prior to the start of any work.Failure to do so may void this permit. The Contractor/Permittee shall provide safe and continuous passage for pedestrian, bicycle and vehicular traffic at all times. WORK ZONE TRAFFIC CONTROL shall be in accordance with the latest National Manual of Uniform Traffic Control Devices(MUTCD),New York State Supplement and NYS Standard Sheets as approved by the Engineer.The Engineer may order additional work zone traffic control devices such as signs,cones,drums,flaggers shadow vehicles,warning lights etc.if he deems it necessary.NO Roadway Closures will be permitted without prior approval. APPLICABLE SPECIAL NOTES OR CONDITIONS: Engineering:All work shall be performed in accordance with the stamped permit plans and in accordance with this Department's most recent general,traffic and material specifications.;Finish Asphalt shall be 4"Binder with 2"Top asphalt over 6"compacted base with a minimum of 95%compaction.;Prior to the start of any work,the stamped permit plan and attached construction detail and notes must be provided to the applicant's contractor and said contractor must arrange a pre-construction meeting with Ken Dantzig at 631-852- 4788 a minimum of 48 hrs.prior to start of work Environmental:Asphalt and thermoplastic markings can only be installed when ground temperature is above 42 degrees FEES:Review:$800 Permit:$750 Impact:$15,300 Security:$7,500 PLEASE AFFIX SIGNATURES BELOW-PERMIT ISNOT VALID WITHOUT SIGNATURE OF COMMISSIONER Joseph T. Brown,P.E.,Commissioner J I] a j William Hillman,P.E.,Chief Engineer (Permitt Signa e) 17 Jr, 3-7,\ By: i (Date signed Permittee) Alexander J. Prego. P.E.,PTOE, Director of Traffic Engineering DO NOT WRITE BELOW THIS LINE ALL WORK AUTHORIZED BY THIS PERMIT IS COMPLETED,REFUND DEPOSIT/BOND DATE: PERMITSINSPECTOR: 335 Yaphank Avenue Yaphank,NY 11980 (631)8524100 Fax: (631)852-4079 PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services GREGSON PIGOTT, MD, MPH Commissioner PERMIT INFORMATION Facility Name: Empire Oil Inc. Facility Address: 45450 County Road 48,Southold,NY 11971 SCDHS Job No: T-HM-20-00.123 File Ref. No: 09032 f Issuance Date: November 5,2020 Expiration Date: November 5,2021 Your Application for Permit to Construct a Toxic,or Hazardous Material Storage Facilities for the above referenced site has.been reviewed for compliance with Articles 7, 12 and 18 of the Suffolk County-Sanitary Code. The application has been approved.The items listed below and on the back of this Permit are conditions of this Permit and have'to be observed-'during construction: 1. A copy of the approved plan must be kept at the construction site. A copy of this permit must be kept on display at the facility during construction. 2. Safe construction practices must be followed during the installation of the storage facility(s). 3. .The storage facility(s) must be constructed in accordance with the approved plan. Any changes in design, materials or use require prior written consent of both the design professional and the Office of Pollution Control.The changes have to be submitted in a form that is acceptable to the Office of Pollution Control.The contractor and/or design professional are required to inform the owner that the changes are being made. j 4. The Office of Pollution Control has, the right to inspect this installation at any time to verify its being constructed in compliance with this permit. 5. The contractor/owner or agent of the owner must contact.the Office of Pollution Control at least 2 business ' days prior to commencement of any work to arrange for the required construction inspections. The contact number to schedule required inspections is 631-854-2523.The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an interim permit to operate. j6. Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. I 7. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. 3 ISSUED BY: Alexander M. Sandno,P.E. Principal Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality i I I t COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner Graham Associates November 5,2020 1951 Union Avenue Bay Shore,N.Y. 11706 Attn: Michael K.Dunn,R.A. 1 BUREAU OF ENVIRONMENTAL ENGINEERING APPROVAL NOTICE-APPLICATION FOR A PERMIT TO CONSTRUCT Site Information: Facility Name: Empire Oil Inc. Facility Address: 45450 County Road 48,Southold,NY 11971 SCDHS Job No: T-HM-20-_00123 File.Ref.- No:. 09032 Your application for a permit to, construct to install two 20,000 gallon underground double walled fiberglass motor fuel storage tanks at the above-referenced site has been reviewed for compliance with Article 18 of the Suffolk County Sanitary Code. One 20K tank is a three compartmented tank for E-85, premium-gasoline and diesel fuel storage. In addition to-the tanks, double walled piping, a complete tank monitoring system and dispensers with under dispenser containment sumps are proposed. The application is approved. { Accompanying this letter are the approved plan drawings in:pdf format with the Permit to Construct.Plot out one copy of the approved plan drawings and return the ' to.this office.This permit must be posted at the construction site,and one copy of the approved plans must be kept on site while construction work is in progress. Read the permit conditions carefully. The contractor performing the installation work . is responsible for scheduling the work-in-progress inspections. Contact the local building department and any fire safety enforcement office for additional requirements that may apply to your project. Very truly yours, Alexander M. Santino,P.E. Principal Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality Enc, DIVISION OF ENVIRONMENTAL QUALrff �L.[ •OFFICE OF POLLUTION CONTROL• 15 HORSEBLOCK PLACE •FAIZMINGVILLE,NY 11738 • Phone(631)854-2501 Fax(631)854-2505 PnbHcSeslth Pr...ot.Pr.m.te.Protect_ i i s THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY Table 1: The following storage facilities are approved for installationpursuant to this permit Tnk# Loc. 1 Loc.2 Cao.. gals. Contents Notes 1 Under Out :20;000-, Gasoline: : singie tank—Regular grade 2 Under Out :6,000 E-85 Compartmented tank 3 Under Out 8,000' -Gasoline Compartmented'tank-.Premium 4 Undee ;Out 6,000 Diesel fuel. Compartmented tank NOTICE—Requirement to Renew this Permit to Construct This`pennii is.renewable for up to 90 days after the Pennit to Construct.expires. The job:.file will remain open for that period. If the Office of Pollution Control does not receive a renewal application within.the.90 days, the file will be closed and a new application fora Permit to Construct tivill have to-be filed. All applicable filing fees will become due and-payable. jIssuance of this permit does not supersede any, existing agreements with, or mandates b the Office of_Pollution Control or any other government agency. The construction period does not } supersede any ezisting compliance dates agreed to,.or mandated by, the Office of Pollution' Control or any-other government agency:Issuance of this permit does not authorize the use of I the:storage facility(s) that are in Aolation of the.Suffolk County Sanitary Code or:any other government code. Sneciah Conditions 1. All tank top piping sumps and under.dispenser,containment.sumps shall be hydrostatically tested in accordance with SCDHS testingprotocols to insure 1hat they are liquid tight. ' 2.-. All underground piping shall be air,tested in accordance with SCDHS testis protocols to piping i ensure thatjoints are liquid tight. g -All alarm items such as leak detection sensors,liquid level indication-probes,remote audible/visual overfill annunciator alarms and the control panel is all functional prior to the introduction of.motor fuel product into any underground storage tank. 4. =The high liquid level alarm shall be set at 906/o of the working capacity of the tank on the liquid level indicating probe. 5. All work-in-progress tests shall be witnessed by a Public Health Sanitarian assigned,to the Office of Pollution Control. It is the responsibility of the pump and tank contractor to schedule'all work-in-progress tests to be witnessed by this Office. 6. No permit to operate will be issued until all tests are satisfactorily completed and the tank 1 system monitoring equipment is fully functional. III 7. A warning sign stating that when the alarm sounds the tank is full,do not overfill shall be posted near to or next to the remote audible/visible overfill annunciator alarm.See the marked up detail on plan drawing sheet X-4.0. 8. The new underground storage tanks cannot be-filled until an interim permit to operate has been issued by the Office of Pollution Control. As-built plan drawings may be required if there has been a change in the location or orientation of the tanks,rerouted piping runs, dispenser configurations that may result in piping changes,etc. An interim permit to operate may not be issued until this office I i i SCOPE OF WORK EXC=4V4TI0N PROCI=DURE AND LIMITS: I. INSTALL NEW (U 20,000 GALLON SINGLE COMPARTMENT D.W. FRP UNDERGROUND REGULAR I. THE CONTRACTOR SHALL EXCAVATE WITH EXTREME CARE _ GASOLINE 8 (1) NEW 6K/5K/6K TRIPLE COMPARTMENT D.W. FIBERGLASS UNDERGROUND BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS. ^\ E-85/PREMIUM/DIESEL D.W. STORAGE TANK AS MFG BY CONTAINMENT SOLUTIONS. ALL AM,)AM, UTILITIES ENCOUNTERED SHALL BE DEEMED ACTIVE D' �c \ `, S E. L F S E R V I C 1. R IS ILLEGAL TO FILL UNAPPOVED CONTAINER TANKS MUST CARRY UL 1316 LABEL. SHALL BE SUITABLE PROTECTED 8Y THE �i'j WITH FUEL. CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY 2. INSTALL (2) NEW WAYNE OVATION 3Q0 4 PRODUCT (3+D5L) DISPENSER ff (2) NEW WAYNE WARNING OVATION 4 PRODUCT (3+E85) WITH NEW FLEX-WORKS MODEL DS-1543/G DISPENSER SUMP'S REPAIR EXISTING UTILITIES WHICH ARE TO REMAIN AND C� 2. SMOKING IS PROHIBITED THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS. ON NEW 3' x 7' CONCRETE ISLAND FORMS. SUCH REPAIRS SHALL BE MADE BY QUALIFIED PERSONNEL R IS UNLAWFUL AND DANGEROUS TO DISPENSE MIN.2"HI6H MIN.5" HIGH WHITE LETTERS 3. INSTALL NEW 2" DIA A.O. SMITH PRIMARY INSIDE 3" DIA. A.O. SMITH SECONDARY PRODUCT GASOLINE INTO UNAPPROVED CONTAINERS LETTERS(T'(P) 3. THE ENGINE SHALL BE SHUT OFF DURING ON RED BACK ROUND PIPING WITH NEW MATERIALS USING METHODS WHICH ARE REFUELING PROCESS. SUITABLE FOR THE ORIGINAL UTILITY CHARACTERISTICS, NO SMOKING - STOP MOTOR4. INSTALL NEW 2" S.W. A.O. SMITH FRP VENT PIPING ON 6K TANKS 6 3" S.W. A.O. SMITH FRP 4. PORTABLE CONTAINERS SHALL NOT BE FILLED-' VENT PIPING ON 20K B 8K TANKS W/ GALV. STEEL RISER ABOVE GRADE W/ OFA MODEL AND WHICH COMPLY WITH ALL CODES, ORDINANCES AND DURING FUELING OPERATION WHILE LOCATED IN THE TRUNK, PASSENGER 723 PRESSURE VENT GAPS FOR GASOLINE B E-85. OPW MODEL 23 OPEN VENT GAP FOR UTILITY COMPANY REGULATIONS. COMPARTMENT, OR TRUCK BED OF A VEHICLE 2 DIESEL. . EXCWIDTHS,AVATE TO THE DEPTHS AND THS, AS SHOWN, THE \�� OF BY ORDER OF NEW YORK STATE FIRE MARSHALL NOTA: 5. INSTALL NECESSARY PROBES ASSOCIATED WITH NEW VEEDER ROOT TLS-550FLUS CONTRACTOR SHALL NOTIFY THE OWNER'S , NO KNOWN TANKS EXIST AT SITE. IF TANKS ARE POUND SYSTEM. REPRESENTATIVE PRIOR TO THE START OF CONCRETE --- - IS" x 26' A5-106 SIGN BY CREATIVE PRODUCTS ,,-- DIS N BE PLANED IN CLEAR VIEW A THEN A REPRESENTATIVE OF THE SUFFOLK COUNTY 6. INSTALL NEW S" ISLAND AND &" TANK MAT(5). REMOVALS. ALLOW FOR FORMS, WORKING SPACE, AND `.'' DISPENSER DURING ALL FILLING OPERATIONS SIGN TO BE PLACED IN CLEAR VIEW OF DEPARTMENT OF HEALTH SERVICES SHALL Bi= PRESENT TO 7. TEST ALL SYSTEMS IN ACCORDANCE WITH SUFFOLK COUNTY REQUIREMENTS. FILL. DO NOT CARRY EXCAVATION FOR SLABS DEEPER DISPENSER DURING ALL FILLING OPERATIONS IN CONFORMANCE WITH THE NEW YORK STATE FIRE CODE WITNESS THE REMOVAL OF ALL EXISTING TANKS. S. RESTORE ALL DISTURBED AREAS TO MATCH EXISTING. THAN THE ELEVATION SHOWN. EXCAVATION CARRIED BELOW THE GRADE LINES SHOWN SHALL BE REPLACED WITH THE SAME FILL MATERIAL AS SPECIFIED FOR THE * �/ � II ff ** � OVERLYING FILL OR BACKFILL, COMPACTED AS REQUIRED ;.;, ''..... :::: :,''_ ,; II* IO 6r110<1NG slcz SII III�O � Oi�llll� ��k NOT TO SCALE NOT TO SCALE IV FOR SUCH OVERLYING FILL OR BACKFILL. w. PIPING NOTES: INHERE APPLICABLE) I. THE M INSTALLATION AND PLACEMENT OF THE PIPING SHALL CONFORM WITH NFPA #50, 50A AND WHERE APPLICABLE NFPA #51 "` "' `? " T' ': ' _. 2. THE PROPOSED PIPING MUST BE A MINIMUM OF 100 FEET FROM ALL WATER SUPPLY WELLS. x , k .................. 3. PRODUCT PIPES GROSSING WATER/SEWER LINES SHALL BE INSTALLED UNDER WATER/SEWER LINES TO PROVIDE ..�.. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN THE PIPES AND A MINIMUM HORIZONTAL CLEARANCE OF 10 FEET. G" 4. CONTRACTOR SHALL PROVIDE BUSHINGS AS REQUIRED TO 10 ADAPT THE TANK TAPPINGS TO THE REQUIRED SIZE PIPING. 5. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED " I ,. IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES w'S MONUMENTSI&N ALL JOINTS MUST BE LIQUID AND AIR TIGHT. ALL PIPING _. O o ,Y3TEM5 MUST BE TESTED FOR TIGHTNESS BEFORE BEING COVERED, ENCLOSED OR PLACED IN USE, ALL THREADED \, : ::.,. / \ JOINTS SHALL BE SEALED TEFLON BASED SEALING COMPOUND :\ PIPING TO BE INSTALLED IN EXACT ACCORDANCE WITH A! .� :., r; MANUFACTURERS INSTUCTIONS. E / s 6. LINE 5 TO BE BAGK5LOPED 1/8" PER FOOT BACK TO TANK MANWAY SUMP. 60'FLA6 POLO 7. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS. PROJECT INFORMATION: r� ALL. SUMP PENETRATION TO BE MADE RADIALLY. GRASS AREA OWNER P7 / MIN To LS ATO BE 20' 8. ALL UNDERGROUND METAL PIPING COMPONENTS SHALL BE SUKRU LGIN 6 MIN TO TANK ED6E5 PRG'"'ENTER WITH A PERMANENTLY BONDED COATING OR WRAPPING EMPIRE OIL, INC. 6PY / MATERIAL WHICH IS RESISTIVE TO BOTH MOISTURE AND PO BOX 547 . 0000 NOTE: , HY;.ROGARBONS. THE MATERIAL SHALL BE APPLIED TO CONFORM LAUREL, NY IIa78 ALL ON-SITE CONCRETE IS TO BE A MINIMUM Or- 6" F ! TO ANY IRREGULAR SHAPES OF THE PIPING AND SHALL START 631-655-1113 •. t i S:;i t.==it ^S<€<':€. *.?<' ',..:.? ,. ,,..E. ,;•,,,.. =;.s,'s,< ;:i '.'.�4aiiJr't 8"THICK P.G. SLAB Yy/MIN.bXb 10/10 WWM d 1 JECT SUKRUILGIN@HOTMAIL.GOM ALL TRAFFIC BEARING CONCRETE SHALL BEA ,•>s': ''s::;r.•'s.:', ..,; ,..,„:„. f. >:;,g£.,t j,? TS NOT SUB / _........ . TQC TERMINATE IN MIN.OF 8" THICK P.G.SLAB W/MIN. 6X6 10/10 ^" t CORROSION. N MATERIAL SHALL BE SGOTGHWRAP 50 OR •• '" RO MA ,4„;:•.z.YS ^j: h APPROVED EQUAL. T GO PONEN N WWM,ALL TO BE 4,000P51 0 28 DAYS i... ,'' :, ;::ctut, r�Ici,NY bP ................. ... ............ ._....._................. clTANKS TO BE A MINIMUM OF 10' FROM WATER SUPPLY INE 13 1 NEN 2"AO.SMITH FRP PRIMARY INSIDE S" &RASS AREA -' "' "" 10. TANKS TO BE A MINIMUM OF 10' FROM ANY SEWER LINES A.O.SMITH SECONDARY FROM REGULAR ; pb GASOLINE SUM}'CONNECTED TO E-85 SUMP, I 1I. TANKS SHALL BE 20'-0" FROM ALL DRY WELLS AND BELOW b NEW 20K REGULAR GASOLINE;20K(&K/&K/&K GAPPED FOR FUTURE POTENTIAL C.ONVERVON ' GRADC- STRUCTURES. URES. by9/ E-65/PREMIUM/0IESEL)DW FRP UST,W/8"REINF. I ; I o TANK MAT EXTENDING 12'BEYOND TANK ED6E5. j Fi F (� �;,,f,.,;�cj: (t; v:37.5 TESTINCz: _j - / >„ I I. AIR FRE55URE TEST TANKS PRIOR TO INSTALLATION. NEW 40'FAIRFIELD FIBRELITE MP ACCESS NEW 50"FAIRFIELD FIBRELITE SUMP ACCESS 1 Pro 0 :Br 1 MANHOLE MODEL FLIoo,TYP.4 PLGS. " MANHOLE MODEL FL 160,TYP.5 PLGS.% Hand Auger �` �� ;: 2. AIR, TEST PIPING SEPARATELY; PRIMARY PIPING AT 50 PSI AND REV DESCRIPTION BY DATE a ;. s' ''<' SECONDARY AT 5 PSI, BOTH FOR 30 MINUTES. Pr4� NEW WAD.SMITH FRP STAGE I VAPOR ' o r 1«..b",j....................._......._.. ,.„...,.. .. ^'-.:. ;an,m 6.k•;e i _.-., ..... _3,.:: 1 PRELIMINARY DESIGN GFH 7.2.19 " NEW 8"x41'-0"x25'-0"P.C.DRIVE MAT,bxb RECOVERY IN Of"150-2100 PEVR FILL BOX d \ w ,xa.�:: no poac rAemx,riry .`. `: TEST HWM 4000 PSI GONG.AT 28 DAYS ,,. ;j ..............._,..._ „,._........_.. „,„ ,•.,_, _�.j., g ;ts j., ' 3. ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL REQUIREMENTS. *O, s L„j#fin»^[,s:jtaam7.s!& rrin, f r:'`'" 2 CONSTRUCTION DOCUMENTS F O 919 O °• -' '" NEW MANIFOLDED 5"A.O.SMITH FRP STAGE I '�: � GFH ' 1 .2 . r 'Zp ® VAPOR RECOVERY IN OPW ISG-2100 PEVR FILL 3 REVISED TANK LOCATION GFH 9.9.20 ;; CONtRA ORl Si NOtES: GRASS AREA 4'PG• NEW 2'A.O.SMITH FRP PRIMARY 15' w I t a \ \ =• `"`, "`•, /' •.., `•• BOX j:,n.mcrr RBNta<a'.x?KR 0 4 REVISED CONSTRUCTION DOCUMENTS GF 9 29 2 g .s i n tSV. H 0 ` SIDEWALK INSIDE 5"A.O.SMITH SECONDARY (1 I. AND NEW 4"DIA STEEL U'BUMPER FOR �Y `; ,s nam frntorg,al;y J:,: GONT'RAGTOR SHALL EXAMINE THE SITE LOCATION A j PRODUCT PIPING T IMPACT PROTECTION,TYP.4 PLGS. _ tS... _...__............___... _ ,.._. :';..._L-:::.:„s.... ` gp � �` VERiFY ALL EXISTING UNDERGROUND TANKS AND _ NEW PNEIMERCATOR LGIO04 REMOTE oa sF GONNE-GTING PIPING PRIOR TO TIME OF PROPOSED WORK. v' INSTALL NEW HAYNE OVATION 3010 SERIES 5 ® HIGH LEVEL ANNUNCIATOR MOUNTED IN nI €;. r; PRODUCT(2+E-65) 4 (2+D51.•)DISPENSERS W/NEW "d, tj CLEAR VIEW OF FILL PORTS , EME Y ---- (� ,,..-..>. :: •< ;. i \..::: ,,, RCzi�:JUND UtILItIES: V FLEX HORK5 DISPENSER CONTAINMENT SUMP bO DISPENSER tarn. UNDE MODEL DS-I54'J/C ON NEN VX T CONCRETE ��`' a� 2"SJN.A.O.SMITH FRP VENT PIPING ON bK ' 1':' r.e 111-11, :i P LOCATION OF NEW G SNIT-OFF �� '''^ �.ea^ � v :: 1. THE EXISTE"<CE AND LOCATION OF ANY UNDERGROUND ISL AND FORMS,TYP.4 PLACES �, d 8K TANKS t S"51N.AA.SMITk FRP VENT � . ;�'.. ':': �° ' I/NDER6ROUND 6A5 t SWITCH _.._. _.. • PIPING 20K TANK-GALV.STEEL RISER ' `, :t°,i`•-3 '• ... .."'"` .. _„.•. I'„'„•-'`" '^a�� ' `',�� UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON L EL EGTRIG SERVICES \ ° D ABOVE&RADE ru OPW MODEL 25 OPEN ;a ,? ��:m<.c+$a=te.:,: { VENT GAP FOR DIESEL t MODEL T25 ^ooelr�r or ay as sa Y;: ,., TF; �E PLANS ARE OBTAINED BY A SEARCH OF THE / PRESSURE VENT GAPS FOR 6A50LI -85 ? A`�t;ILABLE RECORDS. IT IS POSSIBLE THAT THERE MAY, v` �[ ® ; I � ` •rw ` , { � r-aY THESE ITEMS, BE DISCREPANCIES AND/O#? OMISSIONS ` - I } p. ! IN "147 LCGATIONS AND QUANTITIES OF UTILITIES AND / ; s�.: nn x?i[o ada«,dry t t i NEW 40"FAI FIBRELITE SUMP ACCESS I ;::•.;•:• i } i, T;)RES SHOWN. TO THE BE57 OF OUR KNOWLEDGE ss... t .I_........... .... ............._........._....,..... - ._... -... ..............,_ �T I r MANHOLE MOD \FLIOOGF,TYP.I \� / ./. f OTW' F < THERE UTILITIES EXCEPT - -. .. A. .Ma "e,...\ .+,...,...•... ,.,, .:,A'A,...3}p ARE NO EXISTING UTIL AS SHCWN ON 'e tl,tnai mr muarags A,9u� ELEV 1.5 THLSE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE \ - DV` PR�GA p, TELT THE UTILITY j ..•.,..• UTIONARY O PROTECT ............. ..........>._... ...I MEASURES T I O 1 �b+ NEW e..ORMWATER D a:r„3 �.... ....E. g '. _:ial` S OWN ON THESE DRAWINGS. T \ NEW SEPTIC 5YST1=?-t ` NEW 2'A.O.SMITH FRP 1 I \ DRAIWA=- TYP PRIMARY INSIDE S'A O r .. j . • �� ,'�j.il5•,: ow aft", =.:° J «. O> EXCESS 4ND UNSUI I aBL EXCAVATION MATERIALS' ` 3 SMITH SECONDARY L e r \ cr � PRODUCT PIPING �-�� ' ` � I. DISPOSE OF` r+ . .lo#CLASS BC FIRE b � F ',: ' � ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL �• ''� a ^\� �^ ` II D15P02 -�.... ' L._. EXISTING SLABS/PAVEMENT TO BE REMOVED BY A . EXTIN6UI5HE-R IN EXTERIOR \ ....................................._ . AD.W:SNT TO EA. Y N ^�� / I _ ,........ M CANOPY COLUMN / �\ I \ ® I f ltt} ltl.i: GUTTING. EXCAVATION MATERIAL TO BE LEGALLY DISPOSED OF OFF Q 1010 1l'('} DISPENSER b ` / TYP,4 PLG5. ® ' \ / �� - i/ a91:1!!G)D: Dir OX}'t15ft :F SITE. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR THE DISPOSAL OF THE EXCAVATED MATERIAL AND BEAR ALL COSTS OR lit.3l:1<,.Ul;tt+r ,s"} : .: a 13{} }yCi C t?VII;1+IY; Ei I.f)Ci(il?L, lyi �l Fi;:.?1/2111, \... `. ° C NEW 4"DIA STEEL U'BUMPERS FOR �� _�� >+ 7, RET/-\'N ANY PROFIT INCIDENTAL TO SUCH DISPOSAL. THE EXCAVATION Q \ ;.-- EMERSENCY IMPACT PROTECTION,TYP.a PLCS. �\ �.. �,� .. 5HA!_L CONFORM TO OSHA AND OTHER LOCAL GORES THAT MAY \ DISPENSER BORING ENCOUNTERED GROUND WATER AT 36'BELOW GRADE(ELEV. 1.5') PPi_Y. `; S SHUT-OFF SWITCH O I \ 1 2. IF S1 IS FOUND CONTAMINATED, OWNER WILL ^ ` _ I EQUAL TO HIGHEST EXPECTED GROUNDWATER BETWEEN 1976 AND 2012ATUSES MONITORING HANDLE ALL TEST \<: \ NG AND D,SPOSAL. „ = NEW ET�ER6ENGY SF�JT-OFF �� \ �/ WELL 410358072260301 S 16760.1 LOCATED 0.30 MILES SOUTH WEST OF SITE s MOUNTED IN ATTENDED AREA i� � � _ / \ NEW TLS-SSOPLU5 TANK ` ` \ •` MONITORING PANEL MOUNTED _ ` 1-10 \3" a IN ATTENDED AREA \ �/ I I. ALL E-ECTRICAL INSTALLATIONS AND EQUIPMENTS SHOULD BE \ \ INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 70, NATIONAL / STOT� ELECTRICAL CODE,ARTICLE 514, GLASS 1,GROUP D.,DIVISION 1 $ 2. NEW I STY. ND. , \ _ DRAINA&E,TYP. FR. GON1/ENIENGE 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO ` STORE Emow-I.W.'YDISPEN,SER -moi `� --� MONITOR PANEL 4 TERMINATE IN UL LISTED WATERPROOF \ JUNC-TION BOXES. \ SHUT-Ori SWITCH-✓i °\ ' NEW'••STORMWATER \\ �- � DEPTH tG r ROUNDU1A78R w DEPTH TO GROUNDWATER IS -36' AS PER TEST BORING TAKEN BY .'•. `r - .,='"� •'• BERNING^ER ENVIRONMENTAL HAMt y • .� � - `•:,��--.•:• �, :. .. .... �\_-/� w 'w NEW 2'WATER LINE ' � 1 �, � .. i � , w i �� 22 � `' I iw � Opp EXC=4VATIG!�_SAFEtY: / A Q I. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR IWSOCIATES / w ' � MAKING: THE EXCAVATION IN A SAFE MANNER. PROVIDE \ i GRASS AREA j"t w �w ..LOCA LOCATION ' ' APPRC''RIATE MEASURES TO RETAIN EXCAVATION SIDE PLANNING & DESIGN SLOPE3 TO ENSURE THAT WORKERS IN OR NEAR THE I& REFU5Ew i w aw EXCAV4TION ARE PROTECTED. CONSTRUCTION FENCING 1981 UNION BLVD BAY SHORE,NY 11706 \ w i SHALL BE FURNISHED TO PROTECT THE EXCAVATION. W OFFICE: (631) 665-9619 �\ 2. CONTRACT OR SHALL BE RESPONSIBLE FOR PROVIDING ALL i ✓+ /W PROPANE NEGES5ARY SHORING DESIGN, CALCULATIONS AND DETAILS, Glenn@grahamassociatesny.com w EXCHANGE AS PEn OSHA, 2G GFR CH. XII. (WHERE APPLICABLE) w iW -� ENCLOSURE MOO 00w ' 3. INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND 'RESIDENTIAL DESIGN `COMMERCIAL SITE PLANNING w 5LOPINS NECESSARY TO SUPPORT THE 511;lES OF THE 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS w EXCAVATION, TO KEEP AND TO PREVENT ANY MOVEMENT 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP WHICH 1,AY DAMAGE ADJACENT PAVEMENTS, UTILITIES, 'ALL PHASES OF EXPEDITING 311 FOUNT:VT:ONS,FOOTINGS, UTILITY PIPE BEDDING OR STRUCTURES, 1 DANA<E OR DELAY THE WORK, OR ENDANGER LIFE AND \ , SL AMR BRAGNS, AND PIN AS REQUIRED BY OSHA AND OTHER y -1-,EN GRAHAM,AM, ARES / �_�� HEALTH. APPLIGAELE GOVT REGULATIONS AND AGENCIES. (WHERE APPLICABLE) JOSE . G A G I A , R . A . f� FILL PORT LEGEND GEORGE 1,10HENSTEIN, P.M. CQ / I .t_THI N' HODZHAYEV, I'« �" � U � � O � COUNTY � PPROV � L � t � t� P / �� THE OWNER/OPERATOR MUST PERMANENTLY MARK ALL FILL � PORTS TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE V �°((/ MARKINGS MUST BE CONSISTENT WITH THE COLOR AND SYMBOL ' \ `�•\ •\\ ••• \�•\ \\\ •".••\ \\ .\ . .z�' I.� � 1� , J . P . M . /n CODE OF THE AMERICAN PETROLEUM INSTITUTE MICH FOLLOWS= \ \ES\ E R�� 11C,1 m K. j , « " `Vfv/ FC'LK COUNTYDEPAR A IV � � �� S.b.Sb.2.l THE COLORS TO BE USED ARE. F 0T ❑ HIGH GASOLINE......................................RED OFFICE OF POLLUTION CONTROL. ❑ MIDDLE&A50LINE................................BLUE PROJECT LOCATION: ❑ LomR GASOLINE.................................WHITE APPROW,L TO CONSTRUCT FOR ® HIGHER UNLEADED GASOLINE RED WANHITE CROSS p }��I OIL, I�, I y« 1 I� [j MIDDLE UNLEADED&ASOLINE........BLUE W/WHITE CROSS I"I ® LONBR UNLEADED&ASOLINE..........WHITE W/BLACK GROSS 45450 GOUNTY RD 48 ® E85 UNLEADED GASOLINE..........BRONZE ' R a E STORACiE ' ° ® SOUTHOLD VAPOR RECOVERY...............................ORANGE � r N-r 111 i71 ® DIESEL..........................................................YELLOW ��^^•� ` PROJECT DESCRIPTION: ❑ #1 FUEL OIL.............-......................................PURPLE W/YELLOW BAR SCDHS Jol.,a No.: T-H M-20-001 23 PUMP TANK ❑ #2 FUEL OIL................................................GREEN .�-.�....... ❑ KEROSENE..................................................BROWN E AGE DESCRIPTIO ❑ WASTE OIL. pl...PURPLE These plansa:::-;d e; edfiI c 3,,ions have:' beer, reviewed and fou.n'� to be In (:Clnnpl4ince:�.it!" the PAGE N' I� a f „ ,„ •g q 51TE PLAN THE SYMBOLS TO BE USED ARE= A CIRCLE FOR GASOLINE -Suffolk County .ra',:t ry Coder dot side 12 and/or Article8 tequ e•?rii`ents, based L�)C`:,') PROPOSED 51 TE FLAN I PRODUCTS AND VAPOR RECOVERY LIN=5,A HEXAGON FOR -,a.r, � JOB#: it1f0."CT)i130C ,:. )'i €:i (J =elle? il)�i C:<)3$, dt.y f.l$3tC7VLt FS (11??ir?Ll $Cr the CC? tS$" i $=wt? Ca Ct'P. TAX MAP: ALL OTHER DISTILLATES. A BORDER MUST BE PAINTED Ig0605 1000 - 55 - 5 - 2.2 AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH I C7XfC{�f 7 C7f ;.•at,",r�l"c'zt ri al stc),r 7�_�^ SCALE: 1" = 20'-O" wIHITF SYMBOL ASND HHBO I E�HILL R 1 UND A OTHER COLORS. CO SROUND A DATE: SCALE: IN SET: FOR COAXIAL FILL APPLICATIONS VAPOR RECOVER SHA This ctp1.`•rOvG )tion,;S•;;,e;t expires or) � 11/05/2021_ -7/2/I Q AS INDICATED I OF 4 BE INDICATED BY SHOWING AN ORANGE CIRCLE AROUND Fxp,�r"Ci:'i+1r7 Cate DRAWN BY: SHEET: THE STANDRD FILL PORT LEGEND. GFH 11/05/2020 _ C H K'D BY: �.. no NEW 40" WATERTIGHT MANHOLE BY NEW 40" FAIRFIELD FIBRELITE SUMP ACCESS FIBRELITE MODEL# FL 100, TYP. 3 PLGS. MANHOLE MODEL FLI00, TYP. 3 PLGS. NEW 42" LIQUID TIGHT FIBERGLASS TURBINE SUMP, TYP 4 PLACES NEW RED JACKET 1-1/2 HP SUBMERSIBLE TURBINE PUMP N1 ELECTRONIC LINE LEAK DETECTION, TYP EXPLO51ON PROOF JUNCTION SD A)� c+ \� NEW RED JACKET 1-1/2 HP SUBMERSIBLE TURBINE PUMP - AS, SERIES E-85 BOX, 6 PLACES, TYP. �� G�° �L # COMPLIANT (ORANGE IN COLOR) w/ ELECTRONIC LINE LEAK DETECTION. NEW VEEDER ROOT MAGNETO5TRICTIVE PROBE FAIRFIELD 5C-5 (5) &A-LON SPILL y O� NEW VEEDER ROOT MAGNETOSTRIGTIVE PROBE, TYP 3 PLACES DEFLECTION RISER PORT ON CONTAINMENT BOX, NO COVER, NO LID. NEW NEW 2" A.O. SMITH FRP PRIMARY INSIDE 3" FILTER FABRIC TO LINE ENTIRE EXCAVATION (NOT DUE TANK CENTERLINE, TYP. IN NEW 22" SUMP, TYP PLGS A.O. SMITH SECONDARY PRODUCT PIPING WITH TO THE PRESENCE OF WATER). INSTALL A LAYER OF DEFLECTION RISER PORT ON TANK CENTERLINE, TYP. — FRANKLIN FUELING FEB-300 SUMP TRANSITION FILTER FABRIC OVER ENTIRE EXCAVATION. ALL JOINTS NEW OPW 615ALP-10 0-EVR BOOT IN THE FILTER FABRIC SHOULD BE OVERLAPPED 6-12 (P NEW 30" WATERTIGHT MANHOLE BY FIBRELITE SWIVEL FILL s OPW NEW OPW 615ALP-1020-EVR MODEL# FL 760, TYP. 3 PLGS. INCHES. ALL FABRIC MUST LAP ONTO THE TANK AND a •�t�o CIT / ;' %', 634TT-'7085-EVR FILL GAP SWIVEL FILL $ OFA EXCAVATION SURFACE A MINIMUM OF b INCHES. \`\ ` �� 634TT--7085-EVR FILL GAP \ \ f. v •a. ••. .a e . e ° �• d d ° a ° .vd m ° e ..e I ..... ° a p ° d a a , �° ., a' a •• .. ad: ,°• a. . ° e d 'eA. ..a 'a. d d •a ° � ......... A .................................................... ... ........ ......................... ....................... .. .......... 2" MIN. _ ...... ....- SEE NOTE #2 ON BOTTOM OF PAGE NEA 8 THICK REINFORCED GONG. ....................... .................._....._...... ;...:...,. TANK/ISLAND MAT, REINFORCED w/ 6x6 \.• 10/10 W.W.F, 4,000 P51 C:ONC. @ 28 DAYS EXPLOSION PROOF X " TANK MAT SHALL SLOPE 1/8" P/ FOOT JUGTION BOX, TYP. 6 i z \ :a AWAY FROM ALL MANHOLES. TO EXTEND ? PLACES 12" BEYOND ALL TANK EDGES - FAIRFIELD SG-5 (5) GALLON SPILL Qp LABEL SHOWING THAT THE TANK ° CONTAINMENT BOX, NO COVER, NO m� WAS FABRICATED IN • ° I LID. TYP. 3 PLGS ACCORDANCE AlUL-1316 AND ' UNIQUE SERIAL NUMBER - ,..e if-7h j A---K A-K A= A-4 A-K A--K A--K —K . —r -- I' AtI C i EXTENTS OF EXCAVATION NEW VEEDER ROOT vi :°.,. - I I NEW VEED3R ROOT ANNULAR SPACE SENSOR PEA GRAVEL i SUMP.SENSOR PROBE ! I ;r / I ( BACKFILL TO GRADE OPW MECHANICAL TYP. 6 PLGS I I QU REMENTS / \ .., FOLLOW OSHA RE FILL LIMITER. 6. : ` # _ is •�:,,. . OPW MECHANICAL FOR SHORING (AS REQUIRED) / MODEL -IISOM 412G, ; I ; , , ; , , ! ; I ; I ; ;� .• I OPW MECHANICAL ; ! I FILL LIMITER ,. . FILL LIMITER \ - MODEL #7150 410G � � MODEL 7150 410G a. NEW 20K D.A. FRP B-COMPARTMENT TANK 1 > x f AS MFG BY CONTAINMENT SOLUTIONS (0,000 A L L O\ \ -�.• - >'' Ep 00 LLON DIESEL FLEL PROJECTINFORMATION: I I OWNER IS" I ® Q SUKRU ILC71N 501L AT THE LEVEL OF THE TANK MIN ; La TO BE GLASS A-65 OR BETTER Y ! - 18" _ EMPIRE OIL, INC. �NKO MIN O PO BOX 541 � I ** �� II II `/ 7,4\< Mbl67 C� T I _ I LAUREL, NY 11918 SUKRUILGINgHOTMAIL.GOM I � � I i I I l FILL RISER NOTE: LIal6 L�BML 4" GALVANIZED FILL RISER (GAS), i f NICKEL-PLATED (E-85), 5CHED 40 { / BLACK STEEL (DIESEL) ' \ i i REV DESCRIPTION \ ( E3Y DATE ALL COMPONENTS TO I I � I i 'O I I �Q , 1 PRELIMINARY DESIGN GFH 7.2.19 Xi X BE E-85 COMPAI 2 CONSTRUCTION DOCUMENTS GFH 10.29.19 3 REVISED TANK LOCATION GFH 9.9.20 4 REVISED CONSTRUCTION DOCUMENTS 'GFH 9.29.20 - - - _.- - ': IMPACT PLATE . 6 TYP. - 24" COMPACTED PEA GRAVEL FILL- NEW VEEDER ROOT ANNULAR SPACE SENSOR \\ �\ T't'PICAL 6K/SK/w'oK TRIPLE COMPARTMENT DOUBLE LJALL FIBERGLASS STOR�4C�E T�4NK NOT TO SCALE c NEW VEEDER ROOT SUMP SENSOR TO BE PRODUCT DISTINGUISHING AND RIGIDLY MOUNTED 4" SPARE _____—NEN 2"0 A.O. SMITH S.W. FRP VENT PIPING w/ s NEW VEEDER ROOT SUMP SEN50R TO BE PRODUCT \ FRANKLIN FUELING F�B-115-SG SUMP DISTINGUISHING AND RIGIDLY MOUNTED INDIANA SEAL COMPANY COMPANY MODEL TRANSITION BOOT � `�� „•`�:'�, NEW 2"� A.O. SMITH S.W. FRP VENT PIPING FRANKLIN FUELING FEB-115-SC SUMP #156.32 WITH TEST PORT FOR TESTING OF NEW 2"d) BALL VALVE �. TRANSITION BOOT SECONDARY CONTAINMENT. AFTER NEW 2"� BALL VALVE \ \ OPW BELOW GRADE ISG-2100 PF TESTING, BOOT SHALL BE SLIPPED OUT OF 5 GALLON SPILL CONTAINMENT BOX NEW CPA 233-4432 VAPOR EXTRACTION TEE PLACE FOR PROPER FUNCTION OF \.'� SECONDARY CONTAINMENT. ° H05EMA5TER FLEXIBLE \\ FIRE SHIELD CONNECTOR -- FIRE-SHIELD CONNECTOR \ - - -- 1 ,.. ...�•, NEW EX JUNCTION BOX 42" GHT . PLOSION PROOF HOSEMASTER FLEXIBLE ° ,, •,,," a ' SMITH DU IPI FRANKLIN FIBERGLASS TURBINE SUMP NEW 2" A O SMITH FRP PRIMARY INSIDE 3 A O ° NEW LIQUID T tea ,. SECONDARY PRODUCT NG w/ FRAN ° • ° d., a , ° •" - - MA NEDN VEEDER ROOT FUELING FE5-300 SUMP TRANSITION BOOT e` ! d GN=TOSTRIGTIVE PROBE ° \ NEW 3"0 A.O. SMITH 5.W. FRP STAGE I VAPOR "`'" ❑ \"` PIPING W/ FRANKLIN FUELING FEB-300 SUMP ° o ° ° ° G/L ENTRY BOOT TO NEW DIRECT BURIAL OPW o o NEW RED JACKET I-I/2 HP SUBMERSIBLE TURBINE ° NEW OPW 61VSA-MA VAPOR ° PUMP - AG SERIES E-85 COMPLIANT (ORANGE IN 150-2100 PEVR STAGE I BOX NEW I-I/2 HP RED JACKET SUBMERSIBLE ` \\ SWIVEL 8 OFA MIT--7085 EVR ° VAPOR GAP o OO o COLOR) w/ MECHANICAL LINE LEAK DETECTION. ° ° ° NEN EXPLOSION PROO, TURBINE PUMP w/MECHANICAL LINE LEAK DETECTION s NEW 3" 0 A.O. SMITH CIL - - G/L JUNCTION BOX 5.W. FRP STAGE I VAPOR PIPING NEW 3/4"0 GRS CONDUIT W/ FRANKLIN FUELING � OO o o NEW VEEDER ROOT FEB-015-D FLEXIBLE ENTRY BOOT t MAGNETOSTRIGTIVE PROBE ° ° ° ° NEN 3" A.O. SMITH (FUTURE) VAPOR NEW 3/4"0 GR5 CONDUIT W/FRANKLIN FUELING INDIANA SEAL COMPANY COMPANY MODEL #156.32 WITH ° o o °o RECOVERY PIPING w/ FRANKLIN FUELING FEB-015-D FLEXIBLE ENTRY BOOT 22"0 MANWAY G AM TEST PORT FOR TESTING OF SECONDARY CONTAINMENT. ° o o FEB-300 SUMP TRANSITION BOOT CONNECTED AFTER TESTING, BOOT SHALL BE SLIPPED OUT OF PLACE TO E-85 SUMP, GAPPED FOR VAPOR DEFLECTION RISER PORT A QSO FOR PROPER FUNCTION OF SECONDARY CONTAINMENT. RECOVERY FOR FUTURE POTENTIAL ON TANK CENTER LINE, TYP. CONVERSION _W 7 NEW 2" A.O. SMITH FRP PRIMARY INSIDE 3" A.O. /// I R L NEIN 42"(P LIQUID TIGHT NEW CPA 233-4432 VAPOR EXTRACTION TEE RECOVERY P PING w/AFRANKLIN FUELG PLANNING & DESIGN SMITH SECONDARY PRODUCT PIPING w/ FRANKLIN // FIBERGLASS TURBINE SUMP FUELING FEB-300 SUMP TRANSITION BOOT 1 FEB-300 SUMP TRANSITION BOOT 1981 UNION BLVD BAY SHORE NY 117o6 I 22"� MANWAY 9 OFFICE: (631) 665-g6ig � S T A G E 1 P O R T D E T A 1 L 4" SPARE (FOR USE FOR FUTURE Glenn�graCE: (63 ) 665-sny.com NOT TO SCALE CONVERSION), TYP. 2 PLGS TYP I CAL LVET SUMP EQUIPMENT PLAN FOR SK PREMIUM GASOL INE T44NK NEW 2" A.O. 5MI7H FRP PRIMARY INSIDE B" A.O. SMITH NOT TO SCALE 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING SECONDARY PRODUCT PIPING w/ FRANKLIN FUELING `ENVIRONMENTALENGINEERING 'PETROLEUM SPECIALISTS FEB-300 SUMP TRANSITION BOOT CONNECTED TO E-85 *ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP SUMP, GAPPED FOR FUTURE 511-HON BAR FOR POTENTI,SL_ 'ALL PHASES OF EXPEDITING T04NK EQUIPME1S,lT N®TES: FILL R15ER NOTE: CONVERSION 4" GALVANIZED FILL RISER (GAS), NEW VEEDER ROOT SUMP SENSOR r I. TANK TOP PIPING SUMPS SHALL BE FIBERGLASS, LIQUID TIGHT N I GKEL—PLATED (E-85), SCHED 40 TYPICAL LJEt SUMP EQUIPMENT PLAN FOR 6K E-85 TANK TO BE AND PRDODULY CTODITTIDNGUI5HING I-•. N W. G. I A. �' ., I'I E . AND FACTORY F 1 BERGLASSED TO TANK TOP. BOLTED SUMPS BLACK STEEL (DIESEL) QI � S E T�+ . C� .A R I A , �. . .A . NOT TO SCALE �.,� 10HENS , � � P.M.F ANY SORT SHALL NOT BE r'�GGEPTED. FEB-115—sG SUMP ENTi2 P VENT NEN 2°m BALL VALVE GEORGE NEW 2"� A.O. SMITH S.W. F � (�''�„ � � � T , _ 2. THE TOP EDGE OF PIPING SUMP SHALL TERMINATE AT A POINT PIPING w/ FRANKLIt`, FUELING U F F O �. K C O U N T Y 4 P P R O Y 4 ,$ 1"1 P T_ r I1 Y BOOT NEW OPW 233-4420 VAPOR EXTRACTION TEE I . IILN I��-IOD �_�A. : E�°t1', P.M. THAT 15 HIGHER THAN THE MANWAY SKIRT AND SHAL MAINTAIN ..,,a, ,...,.,. ,...,,,,u .... a��... ,,,,, ,,, .,,,., ,.... ,,...,, u,,.,,.,.0 ,,,,, „o, ,,, „„,,,,,,,,,,,,,.,: u:,.._,,,... .,,,;,,,,.,.......��,.c:,....�, L� I A. A L .�. , RT . P . �M . A MINIMUM OF 2" CLEARANCE BETWEEN THE MANWAY SKIRT AND FIRE-SHIELD WELD R FLEXIBLE A FIRE-SHIELD GGNNEGTOR SUFFOLK COUNTY E RTKvIE T 0i°' LTH SERVICES � M L C II,A. .L, K. D U NN, L .A. PIPING SUMP, IE, MANNA Y SKIRT SHALL BE A MIN OF 4 IN DIAMETER ° 22"m MANWAY �" 3y: LARGER THAN THAT OF THE PIPING SUMP. SPECIAL NOTE ON PROI'�UCT PIPING LJITHIN ALL SUMPS: ° I ,, OF °° ° °° NEW 42"� LIQUID TIGHT F OAC � a��.L�..�TCONTROL 5. A CONTAINMENT MANHOLE SHALL BE PROVIDED AT ALL FILL PORTS PRODUCT PIPING ENTERING A TANK SUMP SHALL BE IMMEDIATELY NEW EXPLOSION PROOF {M ° ° FIBERGLASS TURBINE SUMP PROJECT LOCATION: WITH A MIN CAPACITY OF 5 GALLONS. THE GONTAINMENT MANHOLE TRANSITION TO GALVANIZED STEEL OR SGHD 40 CARBON STEEL JUNCTION BOX ° ° If3L '�4 C( 5�" i \ SHALL NOT BE ATTACHED TO THE SUMP AGGESS MANNA-T- AND SHALL FOR DIESEL. GONTRAGTOR SHALL MINIMIZE EXPOSURE OF FRP AS G/L - r — OIL EMPIRE OIL, I NG BE CONTAINED WITHIN THE PIPING SUMP. WEEP HOLES ARE NOT PERMITTED. PRACTICALLY POSSIBLE. ° o ° ° PEFLECT45450 COUNTY RD 48 SHOULD A MANIAII MOUNTED CONTAINMENT MANHOLE BE UTILIZED, NEW IUMP / RED JACKET SUBMERSIBLE ° ° ° ° ON TANKCENTER TERERINE, TYP TOXIC/HAZARDOUSMATERIAL T SOUTHOLD NY I fill ITS GAPAGITY SHALL BE NO LESS THAN 15 GALLONS AND A SECOND TURBINE PUMP w/MECHANICAL LINE LEAK DETEGTIOW ° 0 ° INTO MANWAY SHALL BE PROVIDED FOR INSPECTION PURPOSES. ALL NEN 3/4"c7 GR5 CONDUIT W/ FRANKLIN FUELING— ° ° ° ° ° -H M-20-00123 e PROJECT DESCRIPTION: MANWAY AND CONTAINMENT GOMPONENTS SHALL BE SUFFOLK FES-015-D FLEXIBLE ENTRY BOOT ° ° � Ctg' "° � - PUMP & TANK COUNTY APPROVED. NEW VEEDER ROOT ANNULAR These plans,and`i(aed ca"ions have been reviewed and found to be in Cor-npli+;'�nce with th; PAGE DESCRIPTION: NEN 2 A.O. SMITH FRP Suffolk County Sanity Code Article 12 and/car Article 1y e.°uirernents baspd upon SITE PLAN 4. THE LEAK DETEc_',TION PROBE FOR ANY PIPING SUMP MUST BE SET BELOW SPACE SENOR `��'---- �� a Sanitary � r. { t. THE TOP OF THE! FACTORY INSTALLED CONTAINMENT COLLAR AND NOT NEW VEEDER ROOT PRIMARY INSIDE 3" A.O. SMITH t MORE THAN 2 INCHES ABOVE THE TANK. THE PROBE MUST BE RIGIDLY MAGNETOSTRIGTIVE PROBE SECONDARY PRODUCT PIPING information ��.r�1tt�d b� t�?�ap�lit:arlt. 7`FciS (a�7�,trC3vCY7 is lrir;stEU to te1€;� cCDnSgrtlCti(�rt Cif•��_:= JOB#: TAX MAP: 4"4 SPARE w/ FRANKLIN FUELING FEB-300 iaxic/t.iOzOrdousa� CYteriad.Storoge, ICI06O5 1000 — 55 — 5 — 2.2 SUMP TRANSITION BOOT DATE: SCALE: IN SET: ` MOUNTED. INDIANA SEAL COMPANY COMPANY MODEL #156.32 WITH This approval to Construct expires or: 11/05/2021 7/2/I�i A5 INDICATED 2 OF 4 TEST PORT FOR TESTING OF SECONDARY CONTAINMENT. AFTER TESTING, BOOT SHALL BE SLIPPED OUT OF PLACE expiration Date DRAWN BY: SHEET: FOR PROPER FUNCTION O`SECONDARY CONTAINMENT 0- GFH 11/05/2020 �{� TYP I CAL LUST SUMP EQUIPMENT PLAN FOR 16K D 1 ESEL TANK cHK'D BY: Atalare�sal Date Fte::Vieur Era,€ne€�r GWG _ X�2 ■ NOT TO SCALE ....ter. .\.\.�..... ... NEW VEEDER ROOT FAIRFIELD SG-5 (5) GALLON SPILL FILTER FABRIC TO LINE ENTIRE EXCAVATION MOT DUE �EC�.+�R \� MAGNETOSTRICTIVE PROBE CONTAINMENT BOX, NO COVER, NO LID TO THE PRESENCE OF WATER). INSTALL A LAYER OF '`t` c, NEW 40" FIBR=LIT= SUMP ACCESS w/ OPW 6ISALP-1020-EVR SWIVEL FILTER FABRIC OVER ENTIRE EXCAVATION. ALL JOINTSAft K NEW 40" FIBRELITE SUMP ACCESS NEW 1-1/2 HP RED JACKET 51LIBMER5I5LE MANHOLE MODEL FL-IOOCF MANHOLE MODEL FL-100 PUMP W/ ELECTRONIC LINE LEAK � FILLS OPW 634TT-7085-EVR FILL IN THE FILTER FABRIC SHOULD BE OVERLAPPED 6-12 ,v! DETECTION GAP INCHES. ALL FABRIC MUST LAP ONTO THE TANK AND ° EXCAVATION SURFACE A MINIMUM OF 6 INCHES. DEFLECTION RISER PORT ON TANK CENTER LINE, TYP ° P . • • °' °° ° d ° d °e' °° ° 0 ° NEW 8THICK REINFORCED GONG.° dQ A. a�d ° �• TANK/ISLAND MAT, REINFORCED w/ 6x(;, IO/IO 2" MIN. SEE NOTE #2 ON R16HTEXPLOSION PROOF mw W.W.F, 4,000 PSI GONG. g 2a DAYS — :� �•"__=_==____= -' 211 EXPLOSION PROOF JUNCTION BOXTANK MAT SHALL SLOPE I/8" P/ FOOT " NEW 2" A.O. SMITH FRP PRIMARY INSIDE T.I., JUNCTION BOX AWAY FROM ALL MANHOLES. 3" A.O. SMITH SECONDARY PRODUCT NEW 3" A.O. SMITH S.W. FRP MANIFOLD=) X PIPING WITH FRANKLIN FUELING FEB-300 _ ": VAPOR RECOVERY/VENT PIPING WITH SUMP TRANSITION BOOT FRANKLIN FUELING FEB-300 SUMP DEFLECTION RISER PORT ON TANK CENTER LINE, TYP O LABEL SHOWING THAT THE TANK '` NEW 42"(P LIQUID TIGHT FIBERGLASS �\ �� TRANSITION BOOT TURBINE SUMP, TYP 2 PLACES WAS FABRICATED IN m NEW VEEDER ROOT SUMP SENSOR ACCORDANCE w/ UL-1316 AND : „ TO 8E PRODUCT DISTINGUISHING NEW 2 BALL VALVE UNIQUE SERIAL NUMBER AND RIGIDB LY MOUNTED ABOVE r NEW OPW 233-4433 VAPOR NEW VEEDER ROOT SUMP SENSOR SUMP BOTTOM TYP. EA. SUMP PROBE, 2 PLACES EXTRACTION TEE KL i..3 ft .. oo T T EXTENTS OF EXCAVATION 2" MAX n OP MECHANICAL,, I FOLLOW OSHA ` :,: €: 4 U, ;,�., NEW VEEDER ROOT ANNULAR SPACEISENSOR FILL LIMITER PEA GRAVEL I MODEL REQUIREMENTS FOR :�� BACKFILL TO / Or...: >.:.,, D # SHORING (AS NEEDED) GRADE I ' . ' / NEW 20K D W FRP COMPARTMENT TANK AS MFG BY CONTAINMENT SOLUTIONS ' 000 ®I , s• is z KEY mORA " Q PROJECT INFORMATION: OWNER: MIN I MIN O I I I 1 SUKRU ILGIN FILL RISER NOTE: 4" GALVANIZED FILL RISER (GAS), POPIRE BOXOI�,INC. i NICKEL-PLATED ( E- 85 SGHED40LAUREL NY 11 11-75 1 1 BLACK STEEL (DIESEL) 631-655-1113 \ \ SUKRUILGIN@HOTMAIL.COM i I X \` 1 P SOIL AT THE LEVEL OF THE TANK TO BE GLASS A-65 OR BETTER X = 1 z y 1 16 1 � � - 1 11 . 1- 14 I ( REV DESCRIPTION BY DATE 1 PRELIMINARY DESIGN GFH 7.2.19 CONSTRUCTION DOCUMENTS GFH 10.29.192 : . ...... ... . ..... ...:. .... .. .. :,. .. .,. .. IMPACT PLATE.'. LATE ` ,•. , . VEEDER.. ROOTGS5 R . 3 REVISEDTANK LOCATION I ON GFH 9.9.20 2 TYP. 9.29.204 MENTSSEDC N TRUCTION DOCU , AGD LL :. . .. ,. PEA 6R AV"' FILL TYP I CAL 20,000 GALLON DOUPLE UUALL FIBERGLASS STOP 4aE TANK �. NOT TO SCALE SHEAR VALVE TO BE INSTALLED DISPENSER INLET PIPE WITH SHEAR GROOVE FLUSH TO 3/4" BELOW TOP OF ISLAND PART OF MODEL OPW 10 SERIES DISPENSER NEW 2" A.O. SMITH FRP PRIMARY INSIDE 3" A.O. SEAL SPACE BETWEEN DISPENSER NEW 3"� A.O. SMITH S.W. FRP VENT PIPING ` FRANKLIN FUELING FEB-300 SUMP TRANSITION s SMITH SECONDARY PRODUCT PIPING CONNECTED 1 1 AND ISLAND WITH SILICON OR GROUT TO SUMP w/ FRANKLIN FUELING FEB-300 SUMP I I BOOT FAIRFIELD 50-5 (5; GALLON SPILL TRANSITION BOOT, GAPPED FOR FUTURE CONTAINMENT BOX, NO COVER, NO LID w/ S T ABILLIZER EAR PIPE SUPPORT BRACKET POTENTIAL CONVERSIONSHEAR OPW 6ISALP-1020-EVR SWIVEL FILL 8 OPW SHEAR GROOVE NEW 2"0 BALL VALVE NEW OPW 233-4433 VAPOR 634TT--T085-EVR FILL GAP GRADE (TOP OF TRAFFIC MAT) k? 4' SPARE (FOR USE FOR -- THK GONG DISPENSER ISLAND FUTURE CONVERSION) HOSEMASTER FLEXIBLE EXTRACTION TEE 22"�P MANWAY FIRE-SHEILD CONNECTOR 3/4"(P GRS CONDUIT TO EMERGENCY `�,�.�:" ` " . .� '•_ ' `� 0 0 0 o SHUT-OFF SWITCH WITH ' "` -'' �' PRODUCT PIPING ENTERING A TANK SUMP SHALL BE ° o o _ R NEW 3" A.O. SMITH MANIFOLD=) VAPOR ° 0 NEW I I/2 HP RED JACKET SUBME SIBLE o o TANK DEFLECTION RISER PORT FRANKLIN FUELING FEB-015-0 FLEXIBLE ENTRY BOOT N=� - ` - :`: IMMEDIATELY TRANSITIONED TO GALVANIZED STEEL FOR NEW VEEDER ROOT o o RECOVERY PIPING w/ FRANKLIN FUELING o 0 0 `' ' TURBINE PUMP w/ELEGTRONIG LINE LEAK DETECTION ON TANK CENTER LINE, TYPICAL MAGNETOSTRIGTIVE PROBE FEB-300 SUMP TRANSITION BOOT ° �� 3/4"(P ORS CONDUIT TO ALARM -. .<< ;.: GAS / SGHD 40 CARBON STEEL FOR DIESEL 8 NICKEL PANEL INSIDE BUILDING WITH PLATED FOR E-85. CONTRACTOR SHALL MINIMIZE '`. 22"(P MANWAYo ° o NEW EXPLOSION PROOF o 0 o NEVI EXPLOSION PROOF FRANKLIN FUELING FEB-0 FLEXIBLE ENTRY BOOT ;; ;; ;., 12" EXPOSURE OF FRP AS PRACTICALLY POSSIBLE. OIL - - Q JUNCTION BOX- G/L G/L - I - _ _ JUNG TION BOX G/L EXPLOSION-PROOF f r �..._F TANK DEFLECTION RISER PORT 0 0 0 0 0 �+ `p o JUNCTION BOX ' 4" SPARE / ° Vi -'MIN.°:. M£ >\ ;.: ON TANK CENTER LINE, TYPICAL ""� Am 0 AQ 0 O ° � i� ° ° FLEX-WORKS MODEL# D5-1543/0 0 ❑ o 0 ,,. .... .. ...... .�- " LIQUID-TIGHT )ISP SUMP 0 0 ° o 0 0 ° -NEW 5/4"(P 6RS CONDUIT W/FRANKLIN FUELING ° NEW 3,14"(P GR5 CONDUIT W/FRANKLIN FUELING VEEDER ROOT SUMP 5EN50R—= — >�`'-'` 1'::`' TO BE PRODUCT DISTINGUISHING `.a. r"+` NEW 2" A.O. SMITH FRP PRIMARY INSIDE 3" I UJS ..is FEB-015-D FLEXIBLE ENTRY BOOT B-,715-D FLEXIBLE ENTRY SOOT AND RIGIDLY MOUNTED '."` -'` `,, ,' • A.O. SMITH SECONDARY PRODUCT PIPING NEW 2" A.O. SMITH FRP PRIMARY INSIDE 3" NEW VEEDER ROOT ` ` <` ' >' c . it ;<;'t; ......: _ IP ANNULAR SPACE SENSOR "'� "' w/ FRANKLIN FUELING FEB-300 SUMP PLANNING & DESIGN ..�...,p ..: ., .r r.: :;:`. : {::_ z ::^....,•`-.. <,-';''..»: TRANSITION BOOT A.0. SMITH SECONDARY PRODUCT P INC / 1 81 UNION BLVD A r NEW 42"� LIQUID TIGHT NEW 42 LIGIUII� TIGHT HOSEMASTER FLEXIBLE - s- >= BAY SHORE w% FRANKLIN FUELING FEB-300 SUMP / * � �=`v'�;" "'"`i�'�- "` r �< a.. ; `'kw; ,r.�. -a..: ` 9 , 110 - TRANSITION BOOT / FIBERGLA55 TURBINE SUMP FIBERGLA55 TURBINE SUMP FIRE-SHIELD CONNECTOR w/ _•a_,,.,^N�..,� •._�'�... "�, „- ....F<";s,. f u,..� :...�`" .E'"�._ NEW VEEDER ROOT SUMP SENSOR OFFICE: (631) 665-9619 6" MIN. BENDING RADIUS, TYP �' � Y:;;- ` '�,,� ``� ` TO BE PRODUCT DI5TINGUI5HIN6 - ` NEW VEEDER ROOT SUMP SENSOR 4" SPARE, TYP. 2 P'LGS TO BE PRODUCT DI5TiNGU15HING AND RIGIDLY MOUNTED INDIANA 5EAL COMPANY COMPANY MODEL #156.32 WITH Glenn@grahamassociatesny.com AND RIGIDLY MOUNTED 12" MIN PEA GRAVEL AROUND ALL SIDES TEST PORT FOR TESTING OF SECONDARY CONTAINMENT. TYPICAL DRY SUMP EQUIPMENT PLAN FOR REGULAR CfASOLINE TANK OF EACH DISPENSER SUMP FOR PROFER FUNCTION DFAFTER TE5TIN6, BOOT L ECONDARYL BE DCONTAINMENT.OUT OF PLACE 'RESIDENTIAL DESIGN *PETROLEUM SITEPLANNING ENVIRONMENTALENGINEERING PETROLEUM SPECIALISTS NOT TO SCALE 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP TYPICAL DUET SUMP EQUIPMENT PLAN FOR REGULAR GASOLINE TANK TYPICAL DISPENSER SPILL CONTAINMENT SECTION FOR GASOLINE / DIESEL *ALL PHASES OF EXPEDITING NOT TO SCALE NOT TO SCALE N• W. GI�A�AIi ., PEES. SPI=Cf�4L NOTE ON PRODUCT PIPING WITHIN �4LL SUMPCI... :�I�S: JOSE I'; �� -, I 1 t�4NK EQUIPMENT NOTES: PRODUCT PIPING ENTERING A TANK SUMP SHALL BE 9M�IEDIATELY GEORGE HOH�. ,��-.�.I P.M. B�4CKFILL INSTRUCTIONS I. TANK TOP PIPING SUMPS SHALL BE FIBERGLA55, LIQUID TIGHT TRANSITION TO GALVANIZED STEEL OR SGHD 40 GARI30N STEEL y �. ., w9 AND FACTORY FIBERGLA55ED TO TANK TOP. BOLTED SUMPS FOR DIESEL. CONTRACTOR SHALL MINIMIZE EXPOSURE OF FRP AS BUFF O L K C O U N T Y .4 P P R O V .4 L � T A Y P RUM-�N HODZHA E , P.M. I. GENERAL OF ANY SORT SHALL. NOT BE ACCEPTED. a PRACTICALLY POSSIBLE. r ... .�. ...., ,,,..... �.�� ..� ..� .. AC;AL L A N , J . P . M . USE PEA GRAVEL OR CRUSHED STONE AS SPECIFIED IN 2. THE TOP EDGE OF PIPING SUMP SHALL TERMINATE AT A POINT SUFFOLK COUNTg� 1* � � SERVICES � \q M i ,� E .� 1.K., D U N N, �,.,A. THE CONTAINMENT SOLUTIONS INSTALLATION MANUAL THAT 15 HIGHER THE THE MANWAY SKIRT AND SHALL MAINTAIN i AND OPERATING, 6UIDLINE5 IN EFFECT AT TIME OF A MINIMUM OF 2" CLEARANCE BETWEEN THE MANWAY SKIRT AND INSTALLATION (SUBSEGUENTLY REFFERED TO AS PIPING SUMP, IE, MANWAY SKIRT SHALL BE A MIN OF 4" IN DIAMETER FILL R15ER NOTE: OFFICE OF POLLUTION CONTROL PROJECT LOCATION: "INSTALLATION MANUAL"), AND THE CONTAINMENT LARGER THAN THAT OF THE PIPING 5UMP. 4" GALVANIZED FILL RISER (GAS) SOLUTIONS BACKFILL GUIDELINES FOR BED AND APPROVAL TO CONST RUCT FOR BACKFILL MATERIAL. 3. A CONTAINMENT MANHOLE SHALL BE PROVIDED AT ALL FILL PORTS NICKEL—PLATED (E-85), SGHED 40 FNFIRE OIL, I�I IvCG WITH A MIN CAPAr.1 Y OF 5 GALLONS. THE CONTAINMENT MANHOLE BLACK STEEL (DIESEL) SHALL NOT BE ATTACHED TO THE SUMP ACCESS MANWAY AND SHALL -g- x(5450 COUNTY RD 48 BE CONTAINED WITHIN THE PIPING SUMP. WIs � s 1 WEEP HOLES ARE NOT PERMITTED. C S AL STORAGE 50U7H0LD NY I I Cf-71 SHOULD A MANWAY MOUNTED CONTAINMENT MANHOLE BE UTILIZED, ITS CAPACITY SHALL BE NO LESS THAN 15 GALLONS AND A SECOND INTO MANWAY SHALL BE PROVIDED FOR INSPECTION PURPOSES. ALL -H M-20-00123 PROJECTDESCRI PUMP TANK MANWAY AND CONTAINMENT COMPONENTS SHALL BE SUFFOLK S DHS Jona o.: COUNTY APPROVED. ----- PAGE DESCRIPTION: 4. THE LEAK DETECTION PROBE FOR ANY PIPING SUMP MUST BE SET BELOW These plans and specifications have been reviewed and found to be in compliance With tyle TANK DETAIL5 THE TOP OF THE FACTORY INSTALLED CONTAINMENT COLLAR AND NOT Suffolk County Sanitary Code Article 12 and/or .Article 18 requirements based upon MOUNTED.EDAN 2 INCHES ABOVE THE TANK. THE PROBE MUST BE RIGIDLY JOB#: TAX MAP: information submitted by the appl;cant. This op ro£lal is lirrite(f to the eonstriiction of the 115[0605 1000 — 55 — 5 — 2.2 7bxlC/Ef:`azord0CtS Wte ial StorG7ge, DATE: SCALE: IN SET: This approval to construct exp=ires 01, 11/05/20.21 7/2/1�i AS INDICATED 5 OF 4 Expiration Date DRAWN BY: SHEET: 17 GFH 11/05/2020 1 .,..��. ...,,,.,.a,,. .�.,.�.,..� .... , u�U�!✓,�1. ..,�,,.. � CHK')BY: X� 3mO Appntwal D tc Review En.,€1,eer GW6 K. EXISTING C' FIN15HED j SURFACE NEW 4" MIN. ASPHALT PAVING OR SUMP NAI LF COMPRE55ION RING ! 8 CONCRETE TANK SLAB t!'+ ' #6 @15GROUTED IN SILICONE W-GUT PRE MOULDED FILLER SUMP WALL " SA PLACE ®18" O.G., DOWELS EQUIPMENt LIST BAND CLAMP � RUBBER PRESSURE RING SHALL EXTEND 12" MIN AS NEEDED EXPANSION JOINT FOR CONCRETE AREAS ONLY \ F COMPRESSION RING RUBBER BOOT EACH WAY, TYPICAL y COMPACTED QTY EOUIPMENT MANUFACTURER MODEL NUMBER RUBBER BOOT BACKF I LL BAND CLAMP EARTH 1-1/2 HP 410142-002 w/ELECTRONIC SECONDARY CONTAINMENT LINE 3/I SUBMERSIBLE TURBINE PUMP RED JACKET LINE LEAK DETECTION(1)ORANGE A/G SERIES FOR E-85 0 4n (MIN) — — — — — — F I/I D W F/G TANKS CONTAINMENT SOLUTIONS (I) DWT 20,000 �w _.: : 1; (1) DWT 6K/SK/&K t - „ TURBINE ENCLOSURE BY MANUFACTURER SUPPLIEDEl ?�e X 13 W/TANK 42" 5 3 TURBINE ENCLOSURE ` (MIN) N -: ::::::::::......:: BY MANUFACTURER SUPPLIED i MIN 4 MIN W/TANK 22" :\ N. PRODUCT LINE ' .. NEW 2 A.0. SMITH 2 VAPOR RECOVERY MANHOLE FAIRFIELD ISG-2100-PEVR 'Ik. : - 2a�,V.,.'"'�.. Al ` ifik \ �\ _ t INDIANA SEAL COMPANY COMPANY ;. „ �_ FRP PRIMARY : ;..>:°�:� INSIDE 3" A.O. 4 FILL/SPILL CONT. MANHOLE FAIRFIELD 5CM-5 NO COVER,NO LID) " ', MODEL #156.32 WITH TEST PORT FOR ::r INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP TESTING OF SECONDARY CONTAINMENT. /-{' SMITH SECONDARY AS FIBERGLASS PRODUCT AFTER TESTING, BOOT SHALL BE SMITH FIBERCA5T 2" INSIDE 3" A.D. SMITH F PLACE FOR PROPER PRODUCT PIPING REa'D PIPING (D.WU SLIPPED OUT O L \\\� L FUNCTION OF SECONDARY CONTAINMENT. 6 \ AS FIBERGLASS VENT/VAPOR �, INSIDE CONTAINMENT SUMP OUT5IDE CONTAINMENT SUMP REO'D RECOVERY PIPE (SNu SMITH FIEERGAST A.O. SMITH .::i:. \ :.:...\ ";•,/t MIN PEA GRAVEL t I TANK MONITORING VEEDER ROOT TLS-350 PLUS 1 ENTIRE EXCAVATION *; ;; r Dc :. ,... . \� 2 INTERSTITIAL PROBE VEEDER ROOT ;\ A ; BULKHEAD FITTING FLEXIBLE ENTRY SOOT . V I RG I N SOIL 8 TANK SUMP PROBE VEEDER ROOT 184380-352 ':., .. \`III' ,.`",�?,..`.'' FLEXIBLE ENTRY BOOT FOR FOR FIBERGLASS PIPING T . CONDUITS SINGLE WALL PIPING NOT TO SCALE EXTENT OF 3/I MAGNETOSTRIGTIVE PROBE VEEDER ROOT 846390-10-f/ a ;,• ash FRANKLIN FUELING FEB-300 FOR 3 FRP EXCAVATION E:85 - 846381-408 = " "� a r .. NOT TO SCALE TF,ENGH NOTE •` ; . FRANKLIN FUELING FEB-0 FOR CONDUITS 4 DISPENSER SUMP PROBE VEEDER ROOT PIPING TO BE INSTALLED . r'. FRANKLIN FUELING FEB-1 75-SG FOR 2" FRP N AS PER MANUFACTURER'S RECOMMENDATIONS \ \ ,. > \ . 12 � x 36 GONG FOOTING, TYP I HIGH LEVEL ALARM PNEUMERGATOR LG1004 K!W"Y`�?1!x FRANKLIN FUELING FEB-300 FOR 3" FRP OR AS INDICATED PER THIS DETAIL - - AS SUMP ENTRY BOOTS 2 GALV STEEL PIPE CLAMP, TYP REO FRANKLIN FUELING FES-0-75-D FOR CONDUIT PROJECT INFORMATION: TYPICAL PIPING TRENCH DETAIL AS D SUMP ENTRY BOOTS FRANKLIN FUELING FEB-1-15-5C, OWNER: FRP VENT PIPE NOT TO SCALE REO' FOR 2" S.W.FRP REO'D FRANKLIN FUELING FEB-300 / BELOW GRADE, TYP As SUMP ENTRY 3TRwBO OTs SUKRJEILOIN OIL, INC. 1\ PO BOX 54-7 �---SLOPE VENT PIPE DOWN AS GALVANIZED STEEL RISERS 1/8" PER FT TO TANK, TYP REO'D FLEXIBLE CONNECTOR HOSEMA5TER FIRE-SHIELD LAUREL, NY 11978 631-655-1113 W OPW 23 OPEN VENT GAP 4 BALL VALVE MORR15ON 6gIB55-0600V SUKRUILGIN@HOTMAIL.GOM FOR DSL d OPW •723 GALVANIZED STEEL SWING JOINT PRE55URE VENT FOR GA5 SUFFOLK COUNTY APPROVED 'NO I SUMP ACCESS MANWAYS FIBRELITE 40"- FL 100-GF DISPENSER SMOKING' SIGN IN VIEW 4 SUMP ACCESS MANWAYS FIBRELITE 40"- FL 100 OF FILL NOZZLE GALV STEEL VENT RISER WARNING 3 SUMP ACCESS MANWAYS FIBRELITE 30"-FL-760 "IS UNLAWFUL AND DAWEROUS TO DSP SE AT LEAST 15 FT ABOVE GRADE, TYP WXINE IM UNAPPRMD DDNaNERs 2 DISPENSERS(3+DIESEL) WAYNE OVATION 380 (•� (^ �.^(�T /(^ ^� [�' NO SMOKING - STOP MOTOR DI;;"',ETt R VENT LINE FOR DURING EW YORK OPERATION ar ORDER ai NEW roRW STATE Fm¢uARsxai 2 DISPENSERS(3+E-85) WAYNE OVATION 390 CANOPY COLUMN 4 DISPENSER SUMPS FLEX-WORKS DS-1543/C 1 DESCRIPTION By DATE 20K REGULAP GASOLINE TANK R PRELIMINARY DESIGN GFH 7.2.19 NOZZLE W/(7YP) 12' H05E _�� 10 LB GLASS BG FIRE 3 MECH.OVERFILL(GAS/DSL) OFA (150-410G 2 CONSTRUCTION DOCUMENTS GFH 10.29.19 BREAKAWAY COUPLER, TYP. EXTINGUISHER IN 3 REVISED TANK LOCATION GFH 9.9.20 NEW iI STL. o o n o 0 o EXTERIOR CABINET (� I MEGH. OVERFILL (E-85) OPW -7150M-412G 4 REVISED CONSTRUCTION DOCUMENTS GFH 9.29.20 VENT RISERS ALL HOSES EA. DISPENSER) 4 PRODUCT SHEAR VALVE OPW 10 SERIES Lul 3 VAPOR EXTRACTOR FITTINGS OPW 233-4433 (GASOLINE 8 E-85) VAPOR EXTRACTOR FITTINGS STEEL GROSS BRACE BOLLARD I OFN 233-4420 3'-0" AND 5'-0" ABOVE GRADE DISPENSER ISLAND (DIESEL ONLY) FNf:UVERCATO:RAt3DIBI.PViIWM. 2"(P x 8'-0" GALV STEEL SUPPORTS 4 TIGHT-FILL ADAPTERS OPY�' 615ALP-1020-EVR RI rte ALARM PANr_;. W/ WATER-TIGHT GAP 6' FT ABOVE 4 FILL GAPS OPV 634TT-7085-II GRADE, TYR 3 PRESSURE VENT GAPS OPYY 723 (GAS) CONCRETE DRIVE NOTE -- TANKS IOK AND OVER SHALL HAVE A MAT I VENT GAPS OPW 23 (DIESEL) 5"0 VENT LINE UNDER IOK SHALL BE _ 1 A 2.'41 VENT LNE. SEE PLAN FOR LOCATION Q 0 o p AND NUMBER OF RISERS. OVERFILL WARNING SIGN 11�1ENTt1EA3ARtv1S0UN06, „ ALL PROSES SHALL BE PRODUCT DIJTINGUISI-IING THiETANK ISFULL.DONOT TYPICAL VENT RISER DETAIL AS INDICATED 2 UV RF'iLt.'i'iiET:ardK NOT TO 50ALE ; AND RIGIDLY MOUNtED NEW DISPENSER PAN - 5EE DETAIL PAGE X3 ............ ....... I \� -01 ISLAND Dr=741 J.. NOT TO SCALE NEW TRAFFIC, BOLLARD AS PER 4 DETAIL, THIS P6. it I G Am ASSO Q m LIQUID CRYSTAL FF PLANNING & DESIGN ' DISPLAY FOR 4 � STEEL PIPE BOLLARD PAINTED 1981 UNION BLVD BAY SHORE NY 117o6 STATUS AND YELLOW OFFICE: (681) 665-9619 SYSTEM PRINTER o ❑ ❑ ❑ ❑ ❑ ❑ PR°CRAMMING Gleriri@grahamaSSOclateSriy.COm 0 0 ❑ ❑ ❑ ❑ - GONG FOOTING; 4,000 PSI RESIDENTIAL DESIGN `COMMERCIAL SITE PLANNING PROGRAMMING 28 DAYS *ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 5TATU5 INDICATOR LIGHTS KEY PADS m 'ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP TYPICAL VENT RISER ELEVATIONS 0 1:11:1 ❑ ❑ ❑ 'ALL PHASES OF EXPEDITING EXISTING CONCRETE NOT TO SCALE TE ' a. ° J' ^ ��'•q�. gg�••x�yE�•7� ��pq; [/^yam'��•'{�' /J$ •�gE.-.�.�g•\�'�p�ryq T > - \..•' ..k.S.. .i. ..i.V W W`Y. 0..A 1.i..L.8.�. � S .8. Y U.3..J t„k a JOSE I� . G R I A R CONTROLLER NOTES: <a �> a �..�'E G � ITOHEN TEIN, P.M. --..-.- [1 181 I. NATIONALLY RECOGNIZED TESTING LAB U.L. 5104. ° 1. T E� M P �` I� �•�'E , P.M. ._ 2. SYSTEM SHALL BE ABLE TO D 1 STI NGU 15H BETWEEN a. n \. \\\\ \\\.nom.\ \\ \� \\.\\ \\\\ \. \\\\\\. \•:.. \\\ ., I.a t ! .a a t N THE 5EN51NG OF WATER AND HYDROCARBONS �0 ° ,, a . INDICATOR S. EXISTING SYSTEM IS APPROVED FOR USE W/ D.W. S S.W. 1u "� g � p�\ 'gy'`'p'[�"� T /g FF0,06K COUNTY �� F e T Os EALTH ERV � 6u $�L� Lr J.i �1 d T � LY\. C"., L \ FRP TANKS. ° � \N i EQUIPMENT NOTES: ° OFFICE0 �,I;«ltTION CONTROL I. (4) SERIES 5465110-10-7 MAGNETO5TRICTIVE PROBES. °' PROJECT LOCATION: APPROVAL T STT (: p 2. (14) SERIES 794380 LEAK DETECTION PROSES. a o EMFIRE RE O 1 J.. 1 I�4� \ 3. (1) PNEUMERCATOR Lr-1004 OVERFILL ANNUNCIATOR Al ACKNOWLEDGEMENT SWITCH.ITS 1 � � (153 - II � � •45450 COUNTY RD 48 VEEDER ROOT TLS 3 O LUS AN S L \/4T I ON \ � Z R MATERIAL STORE E NOT TO SCALE SOUTHOL.D, NY I I�71 14" PROJECT DESCRIPTION: ` a ' T—HM-20-00123 SD -�S Jab o.. ,1 � � e PAGE DESCRIPTION: 4 TANK L0\\1 ii � II II These plans and specifications have been reviewed and found to be in compliance Wit�a the � DETAILS SHAPEDOL�4RD DET, f L. Suifcilk Countk,, San€tart'! Code Article 12 and/or Article 18 rc2lqulrernants bas ecl u,-)cin Information Submitted limited JOB#: TAX MAP: ..° .. NOT TO SG?�L� test b�the applicant. This approval is 1i€*-1i,,.€� tc� the cc>rTstr'�a::tic1> +�$�tilt � I Ci0605 1000 - 55 - 5 - 2.2 Toxi%? zOrdc€:s tv;:Pergsxd Slvrcrg'e, DATE: SCALE: IN SET: This approval to co=istruct expires on_ 11/05/2021� � ° 7/2/IIF A5 INDICATED 4 OF 4 Expiration Date DRAWN BY: SHEET: T)OPP I UAL. FNEUMEROATOR DETAIL. '' GF" NOT TO 50ALE -�.---.`-`--..-- -11/05/2020� --. ,•.,.,• �� g . CHK'D BY: Approval Gate ONO X�400 .\\r \,� \\,.\ .\\ \, \\\\\•ter ,� \ c a CC# : C22-21161 ajar. COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06/06/2022 under Liber D00013158 and Page 861 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/06/2022 SUFFOLK COUNTY CLERK �es �cz C a 1101-� JUDITH A.PASCALE SEAL 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 IIIIII VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/06/2022 Number of Pages : 6 At: 03 :23 : 02 PM Receipt Number : 22-0092982 LIBER: D00013158 PAGE : 861 District: Section: Block: Lot: 1000 055 . 00 05 .00 002 . 002 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $7 .50 NO RPT $200 . 00 NO Fees Paid $277 .50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ,. ^. Number of pages PAS ALE OF This document will be public '-.','UFF'01_K CU.N'T' record.Please remove all L D 0 0 CD J. Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.-of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total family dwelling only. YES or NO Other — Grand Total C� T4, s)8 If NO, see appropriate tax clause on page#—of this instrVm t. 4895365 1000 05500 0500 002002 5 Community Preservation Fund Tax Service R LPA A 111111111111111111111111 Agency 06-JUN-22 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: VacantLand Charles R. Cuddy,Esq. TD 445 Griffing Avenue Riverhead,NY 11901 TD TD Mail*to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants and Restrictions made _ by: (SPECIFY TYPE OFINSTRUMENT) Empire Oil Inc. The premises herein issituated|n SUFFOLK COUNTY,NBNYORK TO |nthe TOWN of Southold Toxim of Southold In� orHAMLET of Southold BOXES 6THRU8 MUST 8ETYPED ORPRINTED|NBLACK INK ONLY PRIOR TORECORDING ORFILING. IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 101h and on or before May 31a. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y. 11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, Judith A.Pascale Suffolk County Clerk dw 2/99 12-0104..06/06kd DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 6t'' day of June, 2022, by Empire Oil Inc.,with an address at 12700 Main Road, Mattituck,New York 11952, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the DECLARANT is the owner of certain real property situate on 45450 County Road 48, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule"A"annexed hereto (hereinafter referred o as the Property); and WHEREAS,the Declarant has made an application to the Zoning Board of Appeals for a Special Exception and to the Planning Board of the Town of Southold for site plan approval of said real property, as shown on the Site Plan prepared by Eric Nicosia, RA, and last dated June 17, 2020; and WHEREAS, for and in consideration of the granting of said Special Exception and site plan approval for tax map parcel number 1000-55-5-2.2, as a condition of granting said approval, the Town of Southold Zoning board of Appeals has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the Planning Board of the Town of Southold has confirmed that the Covenants and Restrictions required by the Zoning Board of Appeals are sufficient for site plan approval; and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of said lot. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit,publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictions as herein cited,which shall run with the land and shall be binding upon all purchasers and holders of said lots,their heirs, executors, legal representatives, distributees, successors and assigns,to wit: 1. The hours of operation of the gas station and convenience store hall be limited in perpetuity from 6:00 a.m. to 10:00 p.m. daily, including all interior and exterior lighting which shall be turned off by 10:00 pm daily,with the exception of dark-sky compliant security lighting as required. 2. The establishment of any formula franchise food concession in the conveniences store or anywhere on the subject property is prohibited in perpetuity. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed; modified,terminated,revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause,phrase or provision of these covenants and restrictions shall, by Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or hold to be unconstitutional,the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal,unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the DECLARANT shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. That the within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified,terminated,revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written.------ — -- -- - - - Empire Oil Inc. u ru Prdsident STATE OF NEW YORK) )ss: COUNTY OF SUFFOLK) On the 1� day of i( Y� ,2022 before me,the undersigned,personally appeared personally known to me or piftived to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument,the individual or the person upon behalf of which the individual acted, executed the instrument. r Notary Public ` •.c#ritai:�s�::.�tietov NOfe,ty Public,State of WWYork. No.02CUS872225 Qualified in Suffolk County_-. Cditisio�t Expires:Deeember1 ply Schedule A All that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, lying and being at Southold, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly line of Middle Road(County Road 48), said point being North 67 degrees 06 minutes and 40 seconds East, 370.60 feet as measured along the southerly line of Middle Road from the easterly line of the Middle Road Corp; From said point of beginning continuing along said southerly line of Middle Road,North 67 degrees 06 minutes 40 seconds East, 211.75 feet; THENCE continuing on an arc to the right having a radius of 89.0 feet, a distance of 162.01 feet to the westerly line of Youngs Avenue; THENCE running along said easterly line of Youngs Avenue South 8 degrees 35 minutes 30 seconds East 136.39 feet; RUNNING THENCE along the other land of the party of the first part three (3) courses and distances as follows: 1. South 76 degrees 17 minutes 40 seconds West, 224.44 feet; thence 2. South 67 degrees 06 minutes 40 seconds West 60.73 feet,thence 3.North 17 degrees 55 minutes 50 seconds West 208.10 feet to the point or place of BEGINNING. r OFFICE LOCATION: b1AH ING ADDRESS: Town Hall AnnexV. P.O.Box 1179 54375 State-Route 25 '�o 0 ® Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov �. PLANNING BOARD OFFICE June 23, 2022 TOWN OF SOUTHOLD Charles R. Cuddy, Esq.. P.O. Box 1547 Riverhead, NY 11901 Re*.**- Approved Site Plan for Southold Gas Station &Convenience Store 45450 CR 48, s/w corner of CR 48 and Youngs Avenue, Southold SCTM#1000-55-5-2.2 Dear Mr. Cuddy: The Planning Board has found that the requirements for the above-referenced Site Plan have been completed based on the site inspections made June 10, 2022, June 16, 2022 and the subsequent Planning Board work session on June 22, 2022. The site is in general conformance with the approved site plan prepared by Eric Nicosia, R.A. last revised June 17, 2020 and the Planning Board supports the issuance of a Certificate of Occupancy. While the Planning Board is recommending the applicant receive their certificate of occupancy now,.they are placing in the record that the following items must be addressed within six months of this memo: 1. Shield the two parking lot lights on the south side; 2. Add two light fixtures, same as approved (optional for the applicant)to the underside of the canopy; 3. Install compliant light fixtures for the three signs on site; 4. Provide specification details for the flag light pursuant to §172-6(E); 5. After an additional site visit, the Planning Board may require some sections of the fence to be increased to six feet in height as shown on the approved site plan. There are ongoing conditions and elements of site plan approval that remain in full effect. This letter does not condone any changes from the approved site plan and Southold Gas Station.&C6hV St01*. Page 2 June 23: 2022 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, Brian A. Cummings Planner OFFICE LOCATION: MAILING.ADDRESS: Town Hall Annex �F sour P.O.Box 1179 54375 State Route 25 � yah Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY ft www.southoldtownny.gov ftpM PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 4, 2021 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Inspections for the Southold Gas Station S Convenience Store 45450 CR 48, s/w corner of CR 48 and Youngs Avenue, Southold SCTM#1000-55-5-2.2 Dear Mr. Cuddy: In response the letter regarding your client's objection to the inspections required by the Planning Board please note the following: We understand your concern, however the Planning Board and Building Department, and we imagine also the Health Department, must deal with the fact that there are two different approved plans -the Planning Board's approved plan, and the Health . Department's. Your client's assurances are well-taken, however it was not enough to allay the potential for confusion and mistakes on the job site in the Board's opinion. Your point about treating applicants in an even-handed manner is well taken, however in most cases the Board would not have allowed construction to begin until you could produce a new Health Department approval on a plan that matches the site plan approved by the Planning Board. The Board was justifiably concerned over this discrepancy,however they found a way for your client to proceed without that in place. The inspections by Planning are to offset the fact that the approved plan from the Health Department shows a different location not only for the tanks but for all the infrastructure including buildings. Because you could not produce a revised Health Department plan quickly, the Planning Board, in the spirit of enabling construction to proceed, found 2r compromise to ensure construction proceeded according to the Planning Board's approved plan. The inspections are part of that compromise. Southold Gas Station Page 12 May 4, 2021 Please call the Planning Department for the required inspections. In most cases we can provide an immediate inspection on the same day because our office is very close to the job site and the inspections are expected to be quick. We will do everything we can to make sure these inspections are not a hardship for your client. Feel free to call and discuss how best to make that happen. ISincerely, Heather Lanza, AICP, Town Planning Director cc: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner OFFICE LOCATION: ALA-ILING ADDRESS: Town Hall Annex ", ., P.O.Box 1179 54375 State Route 25 ' �� ,171 ' Y:= Southold,NY 11971 ;j!` >' _ iY, •; (cor.Main Rd-&Youngs Ave.) P Southold,NYrryr y Telephone-631 765-1938 YAG www.southoldt-ownuy_gov k w r INA PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2020 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Site Plan Approval with Conditions: Site Plan for Southold Gas Station & Convenience Store 45450 CR 48, slw corner of CR 48 and Youngs Avenue, Southold SCTM#1000-55-5-2.2 Zoning District: General Business (S) Dear Mr. Cuddy: The following resolution was adopted at a meeting of the Southold Town Planning Board on July 6, 2020: WHEREAS, this Amended Site Plan is proposed to demolish an existing 3,476 sq. ft. building (formerly for vehicle detailing, RV sales and servicing) and construct a 2,400 sq. ft. convenience store with vehicle fuel sales(ZBA file 6839SE), one canopy at 2,520 sq.ft. with:4 fuel pumps (8 fueling stations) and 26 parking spaces on 1.46 acres in the General Business (B) Zoning District; and WHEREAS, on March 31, 2015, Charles Cuddy, authorized agent, submitted,an Amended Site Plan Application for review for the proposed conversion of an existing 3,476 sq. ft. building (formerly for vehicle detailing, RV sales and servicing)to a convenience store and vehicle fuel safes, with: 6 fuel ,pumps (12 fueling stations), two canopies, one at 50'x 24' (1,200 sq. ft.) and the other at 50' x 50' (2,500 sq. ft.) and 29 parking spaces on 1.46 acres in the General Business (B) Zoning District, Southold; and WHEREAS, on April 20, 2015, the Planning Board found the application incomplete for review and required information and plans to be submitted; and FEB 8 2021 t' Southold Gas Station Paqe 2 JuIN, S. 2020 WHEREAS, on May 8, 2015, Garrett Strang, R-A., submitted site plans and information for review; and WHEREAS, on May 18, 2015, the Planning Board found the application incomplete for review and required information and plans to be submitted; and WHEREAS, on June 25, 2015, Garrett Strang, R.A., submitted revised plans and information for review; and WHEREAS, on July 6, 2015, the Planning Board accepted the application as complete for review; and WHEREAS, on July 6, 2015, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is 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 11 list of actions; and WHEREAS, on July 14, 2015, the Southold Town Planning Board entered a Letter of Agreement with AKRF Consulting Services to provide assistance with review due to the scope and potential cumulative impact of the proposed project; and WHEREAS, on July 15, 2015, the Planning Board, pursuant to Southold Town Code §280- 131 C. and pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act(SEQRA), the Planning Board coordinated with all involved and interested agencies and distributed the application to the required agencies for their comments; and WHEREAS, on August 3, 2015, Charles Cuddy, authorized agent, submitted monies for the environmental review consultant as required; and WHEREAS, on August 3, 2015, the Planning Board held a public hearing and it was adjourned without a date, pending the completion of an environmental assessment, including traffic impacts, pursuant to the State Environmental Quality Review Act (SEQRA).The record remained open for written comment during the adjournment; and WHEREAS, on August 4, 2015, the Planning Board authorized AKRF for Consulting Services; and WHEREAS, on August 6, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on August 17, 2015, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on August 21, 2015, Garrett Strang, R.A., submitted a revised photometric plan and information for review; and P i Southold Gas Station Paqe 3 July 8. 2020 WHEREAS, on August 24, 2015, the Suffolk County Department of Public Works (SCDPW) provided correspondence stating that a 239F Highway Work Permit would be required for the proposed action; and WHEREAS, on August 26, 2015, the Southold Town Engineer reviewed the proposed application and determined that certain revisions were required on the site pian in order to meet the minimum requirements of Chapter 236 for Storm Water Management, and WHEREAS, on August 31, 2015, the Planning Board reviewed the letter issued by AKRF and required revisions and additional information to Part 1 of the Full Environmental Assessment Form (FEAF); and WHEREAS, on September 9, 2015, the Architectural Review Committee (ARC) provided comments and adjourned the application until the environmental review was completed; and WHEREAS, on October 6, 2015, the Suffolk County Planning Commission (SCPC) determined the action to be a matter for local determination; and WHEREAS, on October 14, 2015, Charles Cuddy, authorized agent, submitted a revised FEAF for review; and WHEREAS, on October 27, 2015, the NYS Department of Environmental Conservation (DEC) Natural Heritage program provided correspondence stating that there are no records of rare or state-listed animals or plants or significant natural communities at this site or in its immediate vicinity; and WHEREAS, on November 2, 2015, the Planning Board, as Lead Agency, performed a coordinated review of the Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act(SEQRA) and determined that the proposed action may have a significant impact on the environment and that a Draft Environmental Impact Statement will be prepared; and WHEREAS, it was determined that Type I procedures would be used for the review of the Unlisted Action due to the Lead Agency determination that there are potential adverse impacts regarding a sensitive resource within its jurisdiction and the Type I procedures would be more helpful; and WHEREAS, on November 2, 2015, the Southold Town Planning Board, pursuant to SEQRA, made a determination of significance for the proposed action and issued a Positive Declaration; and WHEREAS, on December 7, 2015, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the subject site but acknowledged concerns for potential irrigation usage; and e� Southold Gas Station Page 4 July 8. 2020 WHEREAS, on July 11, 2016, Jeffrey L. Seeman, CEP, submitted a Draft Environmental Impact Statement (DEIS) for review; and WHEREAS, on August 9, 2016, Charles Cuddy, authorized agent, submitted a Traffic Impact Study for review; and WHEREAS, on August 8, 2016, the Planning Board and the applicant memorialized an agreement regarding the SEQR review timeframes for the DEIS; and WHEREAS, on August 15, 2016 and August 18, 2016, Charles Cuddy, authorized agent, submitted hard copies of the DEIS and Traffic Impact Study; and WHEREAS, on September 12, 2016, the Planning Board determined the DEIS inadequate for public review due to omissions and deficiencies detailed in the September 13, 2016 Planning Board letter; and WHEREAS, on December 16, 2016, Jeffrey L. Seeman, CEP, submitted a revised Draft Environmental Impact Statement(DEIS)for review; and WHEREAS, on January 19, 2017, the Planning Board and the applicant agreed to extend the timeframe to render a determination of adequacy for the DEIS; and WHEREAS, on February 7, 2017, the Planning Board reviewed the resubmitted DEIS and determined it inadequate for public review due to deficiencies detailed in the February 7, 2017 Planning Board letter; and WHEREAS, on May 16, 2017, Charles Cuddy, authorized agent, submitted a revised DEIS for review; and WHEREAS, on July 10, 2017, the Planning Board found the resubmitted DEIS as adequate for public review; and WHEREAS, on August 14, 2017, the Public Hearing was continued and held open for 30 days for written comments; and WHEREAS, on October 2, 2017, the Planning Board requested the applicant to provide draft responses to the substantive and general comments received on the DEIS; and WHEREAS, on October 27, 2017, Charles Cuddy, authorized agent, submitted a letter agreeing to a 30 day extension to compete the Final Environmental Impact Statement (FEIS); and WHEREAS, on November 9, 2017, the Planning Board required alternative boring sample locations in addition to locations shown on the plan; and I Southold Gas Station Page 5 July 8. 2020 WHEREAS, on March 8, 2018, Charles Cuddy, authorized agent, submitted a FEIS for review; and WHEREAS, on May 7, 2018, the Planning Board and applicant agreed to a 30 day extension to complete review of the submitted FEIS; and WHEREAS, on May 31, 2018, the Planning Board requested AKRF to review the traffic and safety and the proposed site plans access points; and WHEREAS, on June 6, 2018,the Planning Board authorized AKRF to review the traffic and safety and the proposed site plans access points; and WHEREAS, on June 20, 2018, AKRF submitted a memorandum to the Planning Board for review; and WHEREAS, the Southold Town Planning Board, as lead agency and pursuant to the State Environmental Quality Review Act, found the Draft Environmental Impact Statement for the application referenced above to be adequate and acceptable for public review on July 10, 2017, held the requisite public hearing and public comment period, reviewed all comments and completed a Final Environmental Impact Statement(FEIS); and WHEREAS, on July 9, 2018, upon review of the FEIS, the Southold Town Planning Board found that the FEIS adequately responded to the comments and the Planning Board would facilitate the preparation of findings; and WHEREAS, on July 9, 2018, the Southold Town Planning Board found the Final Environmental Impact Statement to be complete and authorized and directed the Planning Board Chairman to submit the Notice of Completion pursuant to Part 617 of the implementing regulations pertaining to Article 8 of the Environmental Conservation Law within five business days; and WHEREAS, on July 10, 2018, the FEIS was filed; and WHEREAS, on September 10, 2018, the Planning Board adopted the Findings Statement; and WHEREAS, on November 15, 2018, the Southold Town Zoning Board of Appeals (ZBA) adopted the Findings Statement; and WHEREAS, on April 15, 2019, the ZBA issued a Special Exception for file 6839SE with seven conditions; and WHEREAS, on June 27, 2019, Charles Cuddy, authorized agent, submitted revised site plans and information for review; and I Southold Gas Station Page 6 July n^, 2020 WHEREAS, on August 5, 2019, the Planning Board reviewed and discussed the revised site plan and distributed it to certain agencies for comment; and WHEREAS, on September 11, 2019, the ARC approved the revised site plan as submitted with certain recommendations to be considered by the Planning Board; and WHEREAS, on October 10, 2019, the Southold Town Engineer reviewed the proposed application and determined that certain revisions were required on the site plan in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 11, 2019, 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 October 21, 2019, the Planning Board reviewed the revised site plan comments and required revisions and additional information to be submitted for review; and WHEREAS, on February 11, 2020, Charles Cuddy, authorized agent, submitted $1,750 to the Southold Town Tree Fund as required; and WHEREAS, on February 21, 2020,the Southold Town Engineer reviewed the proposed application and determined that the site plan met the minimum requirements of Chapter 236 for Storm Water Management and that Erosion and Sediment Controls would need to be added to the plan; and WHEREAS, on February 24, 2020, Charles Cuddy, authorized agent, submitted revised site plans for review; and WHEREAS, on February 24, 2020, the Planning Board reviewed the revised site plan and required certain information to be added to the site plan; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on June 15, 2020, the Planning Board continued their review of the proposed application and determined that with exception of Suffolk County Department of Health Services (SCDHS) approval, all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold were met; and WHEREAS, on June 29, 2020, Charles Cuddy, authorized agent, submitted final site plans including an Erosion and Sediment Control plan; and Southold Gas Station Page 7 JuIV 8. 2020 WHEREAS, on June 30, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Convenience Store as a permitted use in the General Business (B) Zoning District; and WHEREAS, on July 1, 2020, the.Southold Town Chief Building Inspector reviewed and certified the proposed Gasoline Service Station as a use permitted by special exception in the General Business (I3) Zoning District pursuant to ZBA file 6839SE; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the amended site plan entitled "45450 County Road 48 Southold, NY" prepared by Eric Nicosia, R.A., last revised June 17, 2020, and authorizes the Chairman to endorse the site plan after Condition "A" below is met: Condition to be fulfilled prior to approval/endorsement of site plan: A. Obtain approval from the Suffolk County Department of Health Services.(SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS. Condition to be fulfilled prior to the issuance of a building permit: B. File the required Covenants & Restrictions with the Office of the Suffolk County Clerk and provide receipt of filing, including the Liber and Page number, directly to the Planning Department. Ongoing Conditions: 1. Prior to the commencement of any construction activity or clearing, the perimeter of the area of disturbance shall be staked and the Planning Board shall conduct a site visit to observe existing trees and determine which can be preserved to the extent practicable; 2. Lighting: All nonessential exterior lighting shall be turned off within 112 hour after the close of business. Lights that are motion-sensor-activated may be used where necessary for security purposes; 3. Irrigation of lawn: Irrigation is only permitted within the front landscaped area. No permarient lawn irrigation is permitted in the rear and side landscape areas. Only drought-tolerant grass seed mixes are permitted within the rear and side landscaped areas. Southold Gas Station, Page 8 July 8. 2024 a. Rain sensors or similar shall be used to prevent unnecessary watering; 4. Transition buffer: A 6' high wood stockade fence is required along the south property line to satisfy the transition buffer requirement.This fence shall run along the property line and shall not interfere with the existing mature hedge row on the adjacent parcel. All efforts shall be made to preserve the existing integrity of the existing hedgerow along the adjacent parcel for screening purposes. a. During construction, the fence shall not interfere with the existing hedgerow if the hedgerow is not exactly parallel to the property line; 5. If during queuing there is a long line of vehicles (as may be the scenario during an emergency) the facility operators will place a sign to advise motorists that vehicles must be turned-off and restarted to advance along the queuing line; 6. Heavy construction such as excavation, grading, and general site work must not take place on Sundays or holidays, and all construction will comply with the Southold Town noise ordinance limiting all construction work between 7:OOam and 7:OOpm; 7. Preserve existing trees on site to the extent feasible; 8. The storage and sald of vehicles on site is prohibited; 9. The use of security cameras shall be employed to deter crime; 10.Loitering on site shall be prohibited; 11.Signs stating 'No littering" shall be posted on site, and litter shall be picked up promptly; 12.Outdoor audio speakers, television monitors or screens on or within the pump stations, or on or around the building are prohibited; and 13.No signs, exterior lights or flags are permitted on site except for those specified on the approved site plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any additional lighting fixtures or lighting fixtures that are different than those approved as part of the Lighting Plan for this site plan application require Planning Board review and approval prior to installation. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. Southold Gas Station Page 9 J�:Luyl 8 2020 3. 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. 4. 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. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6_ 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: 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: �f?c 1^l� i 1 � ��/ ,Applicant 9', Signature: Date: . ` v I ,t. G" 7 601-011R 41 26-2 1/ 7._4.1 4._6.. 20•-0`1 u � . ; (//^�\� CLOSET '" .. � - e IONA is _ _ .,,. �,. REFRIGERATED CASES _ LAV UTILITY/STORAGE U) NORTH EAST VIEW ry Q J U o O p O w U F-- Z ry x Q LL Luy t � i� ^A f huj AF I1:i SALES COUNTER ' CONVENIENCE STORE 2,400 SOFT L - - FLOOR PLAN co EAST SIDE VIEW RECEIVED JUL 0 1 2020 LIST OF SITE PLAN DRAWINGS SHEET TITLE Southold Town A-1.1 RENDERING / FLOOR PLAN Planning Board A-1 .2 ELEVATIONS A-1.3 FUEL PUMP CANOPY 6ric Nicosia APPROVED BY 1664ST696D AFLHITEGT PLANNING BOARD PO Box 879, Rocky Point, N.Y. 11778 TOWN OF SOUTHOLD Telephone: (631) 928-4456 E-Mail: architect@optonline.net DATE 2-02-11- . ED ARc'�`i 45450 NORTH ROAD � 4jj SOUTHOLD, N.Y. Rev Date:01/07/2020 Ir Rev Date: 6/20/2019 _ RENE;)ERING / FLOOR ALAN Rev Date: 3/25/2019 — Rev Date: 1/7/2019 y a:?a5 �� Scale:1/4"=1 Rev Date:'�,01/07/202 Rev Date: 2/3/2018 Job# 17080 By: E. Nicosia I # 1 OF 3 A-1 . 1 ■■■ ■■ � ■■ill` � . ■i''�ii��m®�=i ®■_■■ , 440as ■ ■■ ■■ `fin a �!■ �� r ■ ■ii ilii■■ i--ia ■ ----- -- i■■'� ■ � ./ ■ ■ �. /�! ■ ■ IGNER S1GN G . �� _ �w� ,, . . ■s..�r . . ..�!!� .� � ■ ■ ■ ■ r11 ■■■ ■ �■■� ® ■®�:. -. � �■ ■�■ ■ ■ ■■ ■ ■.• Ilf ®ife11rY1CwtYlYllrYa.r�a.i� il►r '.-. ■ � ■ I■■ "V ■■■■■ ■� ■■ ■ ■■ ,■■■� ■■® ■■ � ■■■ ----- 1■■■■■ ■■i■■■■■�■■■i n ■ ■ ■ ■ ■ ■■ ■ ■■ ■■■■�■ ■■ ■■ ■■ ■ ■ ■ 'VO .,,..�....,,........o.,...»...........,...._..............._...._..._,__.-.._...._�_..��__�_.��..�......,.....«._.a�...4._�,__...«_..._„_,_.`�.-.._,_.._ � ®� � '� a■ ■■ a ■■a■ ■ ■ ■ ■ ■■■'�"I�'�■ ■ �a■ �■ ■■ ■iia ■■ ►s ------- -_ r__.a ■��■■��■�■ ■■■■�■ ■ ■��■■■■■■■■■■ ■ ►■■ ■ ■■�■■■■■■■■■�■ ■ Iglu � �■ 1 fro, ■ ■ I ■ ■! 11 ■■ oil 1 I■! I � I � 1/■ m� ■■■ ■�■ ■a■■■� ■■■ ■1 I■aa ■■ la 1 I■m■11■I • a a now telTBA 04, 0 AEA IOWA M-11 • - - r • • - r • ` r - r • - 1.14 - • • r••- r• 1 • 1 • . . r - : • • 9, a _ //■■■■■■■■r. r/■■ ■■ ■ ./■■■■■■■■■■■■ . ' ., ,rig: ■■■■■■■■ ■■ ■■ � .immm■■ ■11 ■ ■■■■ �■ma ■■1 �� I ■aaim MEN ■■■■ ■ Iia ■ ali ■■■■■■mli■■■■■■■�i�ii I�II� ./ ■ ■ ■■■■■■■ ■■n■■■a■■■�i ■a ■ ■■ ■■Movill ONE ina■ ■■ � /�a��■ �®��■a■��■�;��■��■��■:�■��■�®■�� a■ ■ ' . .Y /��aa■ �a ��■■ � ■ �®��■■baa■ ■ ■- ■■■ ■■ ■■■ _ _ � r�i■■ ■ ■■ ■■ ■■ ■■■■■■■■■■■■■■■ �i ■■■■ ■■■■■ ■i■ ■■ ■ ■mei ■ ■■�! ■ ■ ■baa■■mai aim a ■■�!■ai■ ■�! ■■ ■■■■�■■�■■■■■■ s ■■■■■ ■■■■■■■■ ■■�■ ■� ■ ■■■��! ■■■■■� ■ a■■ ■� a ■� a■ ■ ■a■■ ■ ■■■■■ ■� ■s�■� a � � ■■■z■s■ ■■ �I J.■■■ ■■■■■■■■ ■'ia■■■■■■ ■■■■■■■a■�!■■ S■a■�a■■■■■ ■ ■■■ , .■■■■■'��!■■ ■■ ■ a■a■■■'��■ '� ■�■■■■�■�■■■■■ ■ ■■ ■■ �C ■ ■ ala ■■■■■■■■!■!■■ lII ,�'i■■■■■l�iai■■■■■ ■■ ■■I�i■■�!■■■■■■■■■ai■■■■■ ■■�!■■�i■■ ■�i�! ■ ■■■■ ■■■■ r �iiai■�i■■■■■■■■■■■■■■■■ �■■■■■■■■■■■■ai■■■■i■■ aai■■ ■■�!■�i ■a■ ■Ii■aai■■ �!!■■■�i■■■■N�'■ ----■■�__ ■■_ i■■■ ■■■ mal�i ■■■■■ ■■■ ■a■■ �i ■ ■■ ■■■■i■■■■■�I■■�i■■ ■ ■ ■■■ ■ ai�i■■ ■■■ ■ ■■ ■ ■■■n■■■ ■■■■■■■ ■■ ■■■■■ aia■' ■■'� ■.'�■■ '� mai ■a ■■■■■■■■■■■ '■�"i i�i'ii'■ai�'�■a i i ■ ®a'�aa�iZ■'mai� "�'aai■'�'■r■�--- �i■1 Zi�l ■■�'i' iii■■ ■ m�! ■■■■�i■■■■aalii mme�im■ 1■■■�lai■■�i1m■■■■ ■■ ■■ ■a■ ■■ mmaim ■■■■■■■■■ mmm�! ■ ■■�ii■�iel�l I�■■■■■■■■�Im■■m1Nliai �■■ ■ !�■■■ ■■■ ■■ ■■■ ■ �im11 ■■■■■■■ ■ �imai■ i ■ ■ ■■■ m■I�i■ �I■aim ai ■■■■■ �i �i� a■1 ■ ■ ■ 1■■■�! ■ ■■ ■i ■■■■■■■ ■■ ■■■ 1ma ■■■■■■■ ■■■ ■■■■■ ■ mmai■■1■1■■1 ■■■�! 1■■t■m■a�iime ■emm�l■■■ ■■■■ ■■ ■■■■■■■ ■■■■■■■ '■maim ■ m�i ■ am ■■ ■■�i■■ ■�i■m■�i■■■■ ■■■ ■■■■ 1�i ■ ■■ a ■ iii il■■ ■ ■■■ �i ■■■ ■ ■ S ■■ai1 ■�! m■mm■�i�! ■ aim■ ■■ ■■m�l11a ■■m�lii ■■■'� ■■■■ aimm ■■ ■■■■■■■■■■■■ mm■m■�iii ■■■■■ ■ ■ ■■ ■■■ ■■■■ �■aai ■ ■ ■m■1u1 ■aa� �■■mm■■li ■■I l�iim ■ ■■ ■■■■■ ■■■■■■ ■■■ai■ma ■N■�i mmai ■ ■ ■mm■■ ■■■1�1■ ■ aim■ai ■■aia moi■ ■■■■■■■a■■■■■■■■ ■■ ■■■ ■■I�a■■■ ■■■ N■ ■■■■a■�!■■■■ as■■■■�■ ■ ■some■■■■■■■■ ■■■■■■a'■■ ■a■a■■'� ■aa■N■ ■■■■a■■■■■a■■ 101011111 ■■ ■■ 1101■■■■■■ ■■■ ■a■■■■ - -0 ■11m■■m■■mm ■ mai■ Nm ■■■1■i ■■ ■ ■�i®�i ■11■�i■ ■m ■■■m1 !� ■m ■ 'ami �iimm■■11 1e 1� ■■1■■■ailmm■aimm mm■■1m■■ ■■ ■■■■--- ■- ■■■111 ■e■Il�illml------■1 m■I�■ m■ ■11■e■■ m m�ill�il moose ■■ ■■■ ■■ ■ ■ ■ ■■ ■1 ■m■■■■m ■e �i ■■ ■ ■ ■ ■m ■■■ ■■aiu ■■ ■ ai ■e ■■■■ ■ 1 ■■■■1■■ ami ■ ■■■■i ■ ■■■■■■■■ ■■■■■a■■■■■■■■■■■■■ ■ ■I�■■■■■■■ai■ ■ ■■■■ ■aa I�■ ■■■■■■■mai■■ ■■■■■■■■■■ ■ ■ ■■Z■■ ■■■ mai ■ !■■�!■■■■■■ ■■1�■■N�■■�ia■■■■ !■ ■■�i■�■■■■■■■■�i■■�I�i■■=�i�l■■i■ ■■■m■■■■■■■■■■ai■■ ai�i�i■■!��!■ ■■■■■�il�i ■ em11 m■■■ ■■�■ m■e ■ m■ ■m■ �' e■■■11■1 m1 1■m1mm1■1■11■■■1■elaiai■m■■ mm■■ ■■ ■1 ■aim■ai11 m■ ■■11■ ■■ �' 1■■■■■ ■1■ m m�! mm■ 11r aire■■■�i�i MEMO■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■ ■■■■■■■■■■■ ■■■■ ■■■ ■■ ■ ■■■■■■■■■■ ■■■ 0 A10 !■1a■■■■■ ■ 11m■■■ ■m■ma■ma■mm■ ■■■■■■■m■■�!■■ ■1■me■■1■■■■■■■■mmm■■11■1�■m�lme■a■m am��;I�I��e��1�■t■��i■��e��■�■�i��.e�1��e�i11��i�n�� ;me��1�:■, ,:ai�.��I;��■■ ��■��®®�■�1�� m 1■■1 'a■■1 �i■■■1■■ eem 1 ■ ■=■■■�i�i■a■■�' ■■■ logo ■■■�!■■ ■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■Moss■■■■■■■■!■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ ■ ��■■■ ■■■■�■ ■■■■■ ■■■■ �■ i■■■■■■■■■■■■■■■■■■■■1■■■■■f� i • r J �1�► 3 � 1 - ' ■ . 1 1 FI ,� 1 r♦ - 1 �� eta► I• • /: 1 • OWENS CORNING OAKRIDGE "DRIFTWOOD" ARCHITECTURAL ROOFING SHINGLES. MATCH MAIN BUILDING ROOF. RIDGE CAPS 1 ON 14 PITCH N Co 8" BRONZE ANODIZED WHITE ALUMINUM SOFFIT WITH FULLY ALUMINUM FASCIA R CESSED IGHT FIXTURES BRONZE ANODIZED ALUMINUM COLUMN COVERS WITH INTERNAL ROOF LEADERS L' 60 8' HIGH "COUNTRY LEDGESTONE" o CULTURED STONE COLUMN SURROUNDS ---- — --- LF _ LIGHT GRAY _ r GAS PUMPS i F.' BRONZE ANODIZED PAINTED BOLLARDS NORTH & SOUTH CANOPY ELEVATION EAST & WEST CANOPY ELEVATION _ _ — _ _ — _ - - _ - - - - _ — _ - - _ — _ - - - - -� r- o Q > • I ° Q I � z _ z Iz _ n U of d Q O O N 2 W Iw a w w I � • I 12'-6" 3'-0" - 29'-0" 3'-0" 12'-61I r- M O � � CV I I I I I i 32'-0" _ 14'-0" I LO I I T I APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATEo2l RECEIVED �tb. S z r JUL 012200 Southold Town Planning Board I C14 I I I r- �r 60'-0" - - _ s -- - -- - - _- - - - - - - - - -- - - ---- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ric Nicosia 7-66IST696D NV4"1T6(,T PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 A E-Mail: architect@optonline.net FUEL PUMP CANOPY PLANe�keDARC45450 NORTH ROAID �,�k,c Co ,gy'Tt�` � n SOUTHOLD, N.Y. s Rev Date:01/07/2020 * FUEL FUMP GANO�'Y Rev Date: 6/20/2019 + � Rev Date: 3/25/2019 4� Scale:1/4"=1'-0" Rev Date: 01/07/202 Rev Date: 1/7/2019 ,,, 02 Z 4 A-1 .3 Rev Date: 2/3/2018 Job# 17080 By: E. Nicosia # 3 OF 3 ZBA FILE NO,: 683 9SE *NTAME OF APPLICANT: William A. Penney,III and Sul-cru 11gin (CV) SITE DATA PROPERTY LOCATION: 45450 County Road 48, Southold NY Suffolk CountryTax Map: 1000-55-5-2.2 0\A OWNER/APPLICANT EMPIRE OIL, INC. Page 7,April 11, 2019 P.O. BOX 547 4-6939SE,Southold Gas Station,Penrey JIT, Wm. 111gin S (CV) LAUREL, N.Y. 1948 SCTM No, 1000-55-5-2.2RAMISTC1117 SCTM#: 1000-055-05-2.2 SUR3ECTOTHE FOLLOWITqGCON-)DITIONS: ADDRESS: 45450 COUNTY ROAD 48 1. This Special Exception permit requires that the applicant complete 'Construction on the Gas StationLOT AREA= 65,180 SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. and Convenience Store and begin the approved special exception use in compliance with the 00 conditions imposed by the Zoning Board of Appeals i0thin TWO YEARS FROM TIM DATE OFrn SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY THIS DECISION which may be extend pursuant to Section 280-141 of the Town Code. JPS. 1 G 'e)S\,kA os- GQ 0, NATHAN TAFT CORWIN 111, LAND SURVEYOR. A Board.o d. Failure to do so render ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 2. The applicant must obtain site;plan approval f 0 W PO �?Z �0 0 P,?-,D OA this Special Exception Permit null.and void, 0? OY- FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED -0 co file Covenants & Restrictions on the subject parcel with the Suffolk County coo�,�O, OS 0 AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. 3. The applicant must �,CU 10 �Cv NO- GG _771 Clerk's Office: SO so�- ZONING ANALYSIS tion frorn Gann - I Opm daily, including all interior and a. limiting in perpetuity the hours of operaW` P�4c",- ZONING: B- GENERAL BUSINESS. ,eption of dark-sky exterior lighting which shall be tumed off by 10prn daily, with the exrc°NMP AMERICAN FLAG ON POLE compliant Security lighting,as required. EXISTING USE: VEHICLE DETAILING, RV SALES & SERVICE FLAG SIZE:10'W X UH 0 POLE HEIGHT:50' ALL EXISTING STRUCTURES TO BE DEMOLISHED b. prohibiting in perpetuity the establishment of any formula franc-hiss. food cone-essio ill t1c POLE DIA.:10"AT BASE convenitmees store or anyWherc.on t1he subject property. P Qc the convenience store or number of gas pumps, 'as approved herein, is PROPOSED USES: PARTIAL SELF SERVICE GAS STATION. 4. No further expansion of f CONVENIENCE STORE. 0 C, PROPOSED GROSS U permitted without applying for and receiving permission from the Town of South�fd Zoning Board of 59 5 USE AREAS: SQFT Appeals and other appropriate departments and agencies as determined by a code enforcement official 0 CONVENIENCE STORE 2,400 5. A clearly displayed code conforming sign. on the subject premises shall prohibit cars ex 4 (2 SIDED) PUMP CANOPY 2,520 of the Torn of Southold. G\ RP o. -iting from the 61 ,gress from making a left turn,(westbound) on to CR 48; signage is to be approved byREE FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND north ingress/c 0 pi 0 INDUSTRIAL DISTRICTS STRUCTURES (280 ATTACHMENT 4) 5-01-2006 Town of Southold Planning Board. 8, 5t 6. All cattier signage on the subject premises must conform to the To-Am's signage PROPOSE COMMENT �e code. Z_ ZONING ITEM MINIMUM ALL U) z LOT SIZE (-qq.ft.) 30,000x2=60k 65,165.6+ MIN PER28o-48C(5) 7. The applicant shall comply with all of the requirements in Towmn Code Section 280-4813 0 G) LOT WIDTH (feet) _150' MIN 211,75'+ COMPLIES governing gas station uses unless other approved by the Southold ToNNqi Plann.�ingg Board. 00 . / - t_..1p Z_ '31 0 ASPHALT PAVING - 0 (10 LOT DEPTH (feet) 150' MIN 208.10' COMPLIES '0'S 0"�,-, b�A FRONT YARD (feet) 757280-50 C_100, ADJACENT SETBACKS 7 �10' That the above conditions be written into the Building lnSpector's Certificate Qf Occupancy, when issued A*P ;�o U1, SIDE YARD (feet.) _25' MIN 33.8' COMPLIES (WEST LINE "0 0 % U),z M BOTH SIDE YARDS 50JOTAL 79.4' RNER LOT REAR YARD (feet) 35' MI N/A 0 -CORNER LOT NOTZ° Yiolations qf Conditions. A violation of any limitation or condition of a S7),-Cial exception o 00 LANDSCAPE AREA 35% MIN 52 % NATURAL & LANDSCAPED C:0 vz 0 10, approval or of any provision of this chapter applicable to a v ,pecial exception i4ve shall constillite A C� "4 0,5-0 LOT COVERAGE (%) 30% MAX 4920/651.65=7.5% B DING + CANOP a 14olat ion of this chapter. The Zoning Board ofAppea15 shall retainjurisdictlon and shall have 00) _UJ I C: BUILDING HEIGHT (feet) 125'+ I-PIA - 35'-MAX C-OMPL.IES the right, after'a public hearing, to inodify, suspend or revoke such al7proval or any term or G) -4 NUMBER OF STORIES 2 11.0 COMPLIES G1-1; -n -1) 0 M 0 A% \Z 0 condition thereof or to impose thereon one or more new conditions, punmant to Article 2W, , 7z_ C� C, \\e 0 o WIU rn -A Section 280-141 of the To Pvn Code, A 7 IPARKING CALCULATIONS Vote of the Board. Ayes: Members Weisman (Chairperson),,Dantes, Planamento, Acampora and P 0 F280-78: OFF STREET PARKING REQUIREMENTS Lehner. GOV USE PARKING REQUIREMENT 0 do CONVENIENCE STORE 1 SPACE / 100 SQFT GFA. Site Plan Conditions:, 0,0 &Cj!� do 114.91 C:0 GAS STATION (PSS) 3 QUEINGIPUMP + 1 PER STAFF Prior to the commencement of any construction activity or clearing, We do ?�(n perimeter of the area of disturbance shall be staked out and the Planning OG \ ® 1�z USE AREA RATE PARKING REQUIRED es on site to the 00Pv\N0 0 CONVENIENCE STORE 2,4010 1/100 24 SPACES Board shall be notifilad in order to preserve existing trees 0 do V extent practicable; A GAS STATION (PSS) 2 STAFF 1/STAFF 2 SPACES 2: Li I ng:All'nonessenfla'] exterior lighting shall be turned off Within 0 r0:6 do CP TOTAL REQUIRED 26 TOTAL REQUIRED 10 Z_ C3 Cz TOTAL PARKING REQUIRED 8t PROVIDED: 26 SPACES 1/2 hot rafter the tlose of business'. Lights that are motion-sensor- do Y, 'be used where for security purposes; activated ma'y 1.-4 0 10 _j 3/PUMP 112 REQUIRED/PROVIDED 0 (P z-0 PUMP QUE SPACE PUMPS I 4 0 1- seqv do G)0 0 M 0 Z-0 U 3: Irdoation of laWn,:, Irrigation is only permitted vitithin'the 'front G) (P �.A co 0 �,)0 OFF STREET LOADING: 1 SPACE REQUIRED & PROVIDED. �Xl lc�l, 1OR .o � '01 rn rn Z landscaped area. No permanent law,n irrigation is piermitted in the T- 0 0 11, q 01 SITE AREAS rear and side id'e I landscape areas. Only drought-tolerant grass si�6d OUG 5 NV N 0 ITEM QUANT!TYIUNIT C-MMENT do 05 Ia,\A -Mixes,are permitteJ within the rear and side landscaped areas. 0 ',1;� - LOT ARFA(S) 651656+ SQFT 1_A96 ACRES, .0 Y\-- GV'- (D Z_?� TIT, CD �A BLDG. FOOTPRINT TOTA EQOTPRINT AT GRADF nall bo UQP-d to preverit AOO ' 0 1. Rain sensors or similar s' 01u, 0 to C 41 PAVING & CURB _30.122 SQFT ASPHALT& PC AREAS unnecessary watering; 03 �3 \3 SIDEWALK& ENCL. 1.946 ISQFT PD-URE-D CONCRETE C_ -7 COtA (P < \gym 7 0 OCY4: -,Trh*obd stockadeJence is required along 'Noe224 Mo PGE I MPERVIOUS TOTAL 34.4 8 SOFT .50% OF SFFE XRansitionb0br: A 6' hig \NOOID S_\14S-irnent. (Ppe?,J-�0'� EN HE the south pro 'fine to satisfy the tran'sition buffer re'quift (J) -A '0115 JA0OJS 6, FRONTLANDSCAPE 1 SQFT PLANTINGS & NATURAL perty CO�41% 5001\_kvv� OPos�-_o Pk_0�4G REAR LANDSCAPE 17,987 SQFT PLANTINGS & NATURAL and shall not interfere C"I This fence shall ruin along the grope C_ 16"P �fy line Go� TQTALLAND SCAPE 33.9 2 SQFT 3a242/65.165=52% on the adjacent nt parcel. All T with the existingmature.hedge ro% -A 6'BLACK CHAIN [ efforts shall be made to preserve,the existing integrity of the LINK FENCE LOT LANDSCAPING 52% SOFT PLANTINGS & NATURAL existing hedgerow along the adjacent parcel for screening PWITH.C.SLABSLATS. X-3- ??,OPOSS9 AGpurposes. (J\ Oj .0 C LIST OF SITE PLAN DRAWINGS 1311 Y, THE UNDERSIGNFM, SHEET TITLE 0 14 r!)-13J(J),ACKNo1N,1 P�MUANT To Sot'THOLD TOWW CODE SECTION APrRoVAL SET F0j'E9-FS THAT nM CONDITIONS AC-1 ZONING ANALYSIS/ALIGNMENT PLAN jj�� DjE IrrIONS OF 77a SITE PLAN 1. During donstruction, the fence shall not interfere with the t2o ZD M OF, MOLUTION OF APPROVAL DATED -7 1_(0_ ARE ACCEPTED(SEE CON S existin heel crow if the hedgerow is not exactlyparallel to 0 M?S OFF 4� _DMONS ON RESOLMON). AC-2 EXISTING/DEMOLITION/5001 RADIUS 9 ' Fe PLFASE P AC-3 SITE LANDSCAPING PLAN :S\0 C_ the propertyr line; -4 SITE LIGHTING PLAN t4\�4G* ?10 AC 7-0 ?"r_-S\01a:tA A jt1oRJ1Z DSIG 111-UIZZ�-,2_ AC-5 GRADING/DRAINAGE/UTILITY PLAN 5 If during queuing there is along line of vehicles {es may be theO ° 0 ......... TITLEDATE AC-6— WATER / SANITARY PLAN r.a' tors will place a CP b APPR AC-7 SITE DETAILS scenario during an emergency) the facility-ope'' TO VN o LDJ G BOARD sign to advise',motonsts that Vehicles must be turned-off and L,�C-R EROSION CONTROL PLAN restarted to adVahce along'the queuing line, CNAIRpEtaSOV Sl(G. T,,NATURE .,, 3 ,792J Scale: 1"=20' NOTE Ile OPProlved site develorn Vy co' nstruidtibil such as excavation, grading, and general site -Wnt V1:1n sh211 he valid for 6: Hea M"'hs from 6e date of as period of h een 18 FGENERAL NOTES 2'0-132A. per code wacin 2 d et. t work must not take, place on Sundays or holidays, and all construction will comply with the Southold Town noise ordinance 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS&SPECIFICATIONS, SITE ALIGNMENT FLAN RECEIVED N firnitinc tion work between 7:00arn and 7:00pm; g all construc 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE CERTIFICATION AND IS A '0 10 20 4P 1 JUL 01 2020 ' ' VIOLATION OF NYS LAW. I_ SITE W E Southold- -Town 7: PreserVe existing treesfeasible, 3.THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION, REMOVAL OR 61-01' on site to the extent Planning Board HANDLING OF ASBESTOS, HAZARDOUS MATERIALS,GASSES, FUMES,MOLD AND OR MILDEW. 51 30' 31-011 31-01' CEDAR FINALE CAP Or S BAR SCALE A X6 CEDAR CROSS BAR *to •is prohibited, 4.THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS,TECHNIQUES, 0 8: The storage and sale of vehicles on si, SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN CONNECTION WITH THE WORK.THE ARCHITECT ORC, o BRONZE GOOSENECK FULLY ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS. 00 -1 SHIELDED LED LIGHT FIXTURE '60W cameras,as 5/4 X4 ARCHED CEDAR CROSS BAR 0 f s be to deter crime; ON SITE QUANTITIES 9: The use e 5.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN COMPLIANCE WITH NEW YORK STATE REG LAR PC CURBS 750 LINET, 375 S FT BUILDING, PLUMBING,MECHANICAL, ELECTRICAL., ENERGY, FIRE SAFETY CODE,AND REFERENCE STANDARDS. $ PLUS BRAND LOGO AND FUEL PRICE SIGN 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL PORTIONS OF WORK IN ACCORDANCE SIDEWALK& RAMP 1.084 ISQFT POURED CONCRETE 9 10: Oftering on site shall be prohibfted; ON 1" COMPOSITE BACKGROUND X _0 TO MANUFACTURER'S SPECIFICATIONS UNLESS SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING 1-060 $ X-XX SUPER CODES AND/OR REGULATIONS. TRASH + PROPANE 152 1SQFT POURED CONCRETE 24 SQFT MAXIMUM AREA EACH SIDE CANOPYPAVEMENT 2,520 -SOFT POURED CONCRETE $ X.XXXI Littering" shall be posted on site, and litter shall be E-85 DIESEL KEY MAP 7. OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF WORK WHICH ARE MANIFESTLY 3,375 SQFT POURED CONCRETE 0 (0 1 $ X.>(XXJ $ X.XX 11 : SlOs'stating "No I' PARKING PAVEMENT 5/4 X6 CEDAR CROSS BAR NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE TAN KPAVEMENT 1,533 SQFT POURED CONCRETE 5/8" STAINLESS STEEL CARRIAGE Picked 'up promptl,�. THE CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE PERFORMED AS IF CORRECTLY 0,7 BOLTS/NUTS/WASHERS (TYPICAL) r SET FORTH AND DESCRIBED TO FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE CONDITION. 12: Audio, television monitors or screens on or within the pump ASPHALT PAVEMENT 19.0,74 SQFT ASPHALT PAVING o Cric Nicosia stations are prohibited; and are permitted on site in addition 8.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 6' C.L.FENCE W/SLATS 82 LINFT, INCLUDING 3 GATES 6X6 CEDAR POSTS. BROWN STAIN "'64STUED AFLHITECT I 1k XUDED AS IF THEY ARE INDICA ED THEP NS. 13: No signs, exterior lights or flags WORK SHALL BF IN( 4' SPLIT RAIL FENCE LINFT, TYPICAL ALL CEDAR to those specified on the approved site plan 9.ALL CON TRACTORS AND S'_1'1300NT1�,-A'_-TGrZS SHALL VERIFY ALL FIELD CONDITIONS, DINIENSiONS AND DETAILS PRIOR TO 68 PO Box 879, Rocky Point, N.Y. 11778 CONSTRUCTION,AND AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING.THE OWNER SHALL BE NOTIFIED IN 6' STOCKADE FENCE 284 LI FT Telephone: (631) 928-4456 WRITING OF ANY DISCREPANCIES OR OMISSIONS,WHICH WOULD INTERFERE WITH THE SATISFACTORY EXECUTION OF THE _-'D 06 day of STORM POOLS 85' V,FT, EFFECTIVE DEPTH Rev a e �,2' E-Mail: architect@optonline.net 'R Approved by resolution of the Tovvn of Southold,New York;on the DESIGN AND OR THE COMPLETION. POURED CONCRETE FOOTING number 7.nd, n) IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR SUBCONTRACTOR SHALL ASSUME THE 9 ev Dale-165 20' �q�_D A p subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, MOST COSTLY CONDITION WHEN BIDDING AND PERFORMING SUCH WORK. 1TRFFS 36 OTY Rev Date: 0212112020 45450 COUNTY ROAD 48 Rev Date:0211012020 11/v ISHRUBS 190 JQTY IPLUS GROUND COVER-] Site Lighting q2,` Obi as approved,shall void this approval signed this day of 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS AND REGULATORY APPROVALS L_J L_J Rev Date: 01107/2020 SOUTHOLD, N.Y. I I I For planning comments 11N AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR RESPECTIVE DISCIPLINE. L J __J 'A Rev Dat 612012019 41 _k R.Date:0.11,1.:81,2,0.19 ES 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL DRAWINGS AND SPECIFICATIONS, OFF SITE QUANTITIES Eliminate Office Use R Date: 1/0712019 by AND SHALL INSPECT THE EXISTING CONDITIONS IN THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE ALTER CURB CUTS 2 Rev ZONING ANALYSIS/ALIGNMENT PLAN Date:12114/2018 �p SITE MONUMENT S1 Rev Chairman BUILDING AND ALL DIMENSIONS RELATED THERETO. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN ALL SIDEWALK& RAMP 1 1,438 SQFT IPOURED CONCRETE Rev Date:2103/2018 Sign DRAWINGS.REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS REQUIRING CLARIFICATIONS IN WRITING PRIOR TO Bike Rack,Fence,S.W.Note RT 48 &YOUNGS AVE SIDEWALKS Rev Date:2/0312018 Bldg. Scale: As Shown Rev Date 6/17/2020 AG-1 COMMENCEMENT OF THE WORK. SCALE: 1/4" =V-0" Update'Moved Vac/Air Secretary Rev Dat,:11/06/2017 1 Proposed Site Plan Job# 17080 By: E. Nicosia 1 OF 8 NOTES CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, 1I. CONTRAC Pi, W 1"CT:.FO to i, Sorvl ce- Station 13 PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. X gr451.Mdki,i1�r?r onnflartat;mil gedo",iel CIA'ENT: Royal Petroleum 1?014 on In accordance with New York State Industrial Code Rule 53, prior to performing excavation the LOCATION: 4,5450 RL 48 SouthOld, NY excavator must notify Dig Net at 811. ARES SANVU- D-1-3 SL M S U RFAC F11 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND MAINTAINED BY NYS LICENSED SURVEYOR iTAI WELL DT, 11 1 S 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN 6.87 0 <-' BeC TC 36.62 Ctj T 37.81 C 36.42 MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES SIG G4213 ELEV: 37.5 00 1 < HAVING JURISDICTION. .14 CO (tROOINDSORIArt' TRAFFIC 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND C%� Pre Clear, 00 COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY AND X X 37.2 TEST. Hand Auger 15�, (0 PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY37.9 EXIST 0(y Box zo� Ton,med sand,loos,,:, 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO X38.0 X 37.9 C, BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. • no Petro odom dry sp�'� 6.4 Light brown,siltisand,Slightly f lv� X o odors, Dist 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE A 1?10 P 1a5 w_%V S\G X X37.70 IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. tan;med send'"se 0.0 K, SP DPS,dry t 6• s000 011. spy "i no pptm odo * �p X 37.5 �Aoll 00 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. .2 se tan;Med sand,loot 00 s P 8. ALL IMPROVEMENTS ARE TO BE CONSTRUCTED TO CONFORM WITH FEDERAL �1� C� 5 .0 900 X no petro'odots,drV 111'6 X39.4 38.0 AMERICANS WITH DISABILITIES ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS ........ A 1W rned tn_nd;loose 0000 . O. 0. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM -C, X38.22 X37.5 TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. 0 no Oottb odora,dry I',,4titt x373 0 co"C' X 36.7 CX *% 5�X\\ <33 tan;mcd sand:tons{ 10.TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL X 37.64 G CONSTRUCTION. X38.02 X37.5 no Petro odors,dry MOVE EXISTING 0,0 81S N 0� X V.E C C U" 3&0 38.63 X 38.6 11.ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL tan,mid ssilct loose 0.0 E5 SP 38.471., BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF no Petro odors,dry \3i L*%. - X UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD 7D\ i " %4 As" ?"E bTft 36',"'Iz X38.54 37 0 X37.8 EXIST tj;,01 X36.5 Brown;med/toarse sand,loose ELEV: 1.5 X38.3 W,-, C * 4 %_1 X37.89 J� ,1. o5 N... X37.19 Z no rqlro odors,wet X -T\ -)to C, 38.6 3Q Mp_- X380 38 X36.92 5b 38.1 REMOVE EXISTING WOOD TIE 3531 G) W ...=.Www� q C, 65 __X 38.93 0 'A WALLS&P.C.CURBS 35.56 Notes: 091- ;C(\ A X 38.40 ,, 0 , *11.� 1 I FEMOVE I%/ X36.34 01 0/Z 74, " q �% - soil charactollstics siIIIIII,,irat eich boring,* O P i�l0 *% Lo ISTING P.C. 0oJ� CX 38.390;,, C) RB r_ *# AFX/,ST/^ 0 /VG 41"� X38.8 Z Wz 0 -938.10 4*4 0 e 38.4 '00 1C 0 X 37.42 03 X I RJRF: 2m �, MI ll 10 D: Direct Push UOLE DIANIL,TF-R.- 225" V 2� EXISTING W DRAINAGE STRUCTURES TO 0 G E X 38.5 X 38.4 RLY I 1101ZIN0 COMPANY: BEI LOG i 'D 11Y: JGH: 11/21/17 BEPROPE R: Iz REMOVED X35.7 A-8,, r- EXISTING X BORING ENCOUNTERED GROUND WATER AT 36' BELOW GRADE (ELEV: 1.5) DRAINAGE \ �L�y / STRUCTURES TO 0 X 37.7 BE PROPERLY o, HIGHEST EXPECTED GROUNDWATER 32.5' BELOW GRADE (ELEV 5.0') 4 X 35.3 REMOVED 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 14V 4� '*437.84 0 LOCATED 0.30 MILES SOUTH WEST OF SITE ZONINGIAG �p 03(r) rn�6 USE.F�ESIDENTIPIL z--�� /f I.. U) us 110 X37.73 X35.9 Co `i` Sollillim BORINS 38.60 00 X34.6 'Poll X38.4 0 X37.57 X 38.7 37,4:,*�/i ,A ZONINGiAC -,'i ""\37.45 USE:RESIDENTIAL 36.83/ X35 6 37.18 A (I X37.9 rJ 7- X 36.9 X 36.8 3675 6V NES IJ ol, 92 0 NO NQ� FORMERLY -4 klP X 4+1F /7--:� t , IZotpAG'.PIC NOW 0 G'. C 7z �o X 37.0 N/ 0 TOSE SO\\- ELLVN HUFEUsINESS US ;.A ;5; FRAMB GENERA B �\l_.�- _ SHE REMOVED or USE:. &� BA- ZONIN&5-G OMMERCIPIL 00 -Z V 34. USE:C lc\NXfER -53 v �l P06L -r\ 0 /36.8 V, C) -A 'b'9 V_A 0�\l 0 -)3 X35.2 Vn -A-d-) )3 � X35.8 X X C13 �3 34.9 w co IO (_P r �z - X38A A X36.8 outA 0 6 Cot+ Oslo A 24. 00tA. so\�_ rn 011� �S"I AA X 34.7 DGe O� SB EV 36 0+ 1E rn �Ao GVN X36.4 V�vt� X36.3 36.2 X ;,,q 1,04 -\\O OG p� 35.2 EX ,00 SOIL BORING POIGFZ' z++' RegB-1-1 11-21-17 OM VO ERLY NOW Hy ss ELEV 37.5± SUSAN M M AL BUS1 T X36.1 0� 3-GENE UL ZONING!I RESIDENTIAL Use�FFslo PUBLIC ATE X37.1 ?,O\N OF 40 X FORMERLY X 36.2 No\fq 0 C 111 NN 0 HOUSE SS 43 NN e 0 0 NORTH ROAD BUSIN 0 ZONINGPp GAWO E IAL S 7fo G ogTREES �u OF001-- TER 36.5 �vixl- �A USE:G) U e)(\S (0 1-�eS\'De MMS?,G U) lco 14\14G'.Flo APPROVED BY US gesk 7 7-0 � I ............................... O\\ C-r-0 C C: \1� PLANNING BOARD rn 0 0 C No OR FORMERLY 1;�'P �# 1 \N TOWN OF SOUTHOLD r--�p -on -W IR, \NSZOLEK 60 v,',P r FLYSSA. -A V o USE RESIDF-N CE • X U I'L OF DATE lc\jq RESIDEN'T iq ER 36.4 NTNG FOR OF pUBL Scale: V=20' ZON E\JIDENC�--kCAJON 1130 L-0 111 00 \IqELL L ct 000 OFFICS �A N0\N \"empe%�\NL '77 NO O RES "2, CSICOV l,G TA EXISTINS/PEMOL.ITION FLAN _1011SIZ C14 0 Mlft N ON�NG, % Z 0' 10' 20' 40' USE:RESID 0 E 30' 51 RECEIVED zovges 0!a:NcF_ USE:. BAR SCALE S JUL 0 12020 1 7ON\ \GCJL10RN USE. Southold Town Planning Board "J A. e. rs �� .gin 6: wawa ric Nicosia p {; "Or ,,kx PO Box 879, Rocky Point, N.Y. 11778 Teleso phone: (631) 928-4456 E-Mail: architect@optonline.net Rev Date,06/17/2020 Southold New York;on the day of Re-number Conditions Approved by resolution of the Town of Sou J ev Date:03/0612020 7� Rev Date: 02/21/2020 subject to al!requirements and conditions of said resolution.Any change,erasure, modification or revision of this plan, 45450 COUNTY ROAD 48 Rev Date: 02/10/2020 Site Lighting W Rev Date:01/0712020 BO SOUTHOLD, N.Y. as approved,shall void this approval signed this day of For planning comments ZONIIN Lr_ Rev Date: 6/20/2019 SID -A Rev Date: 3/18/2019 011c� INTERSECTION AERIAL MAP. N po' Elimin IS Office Use 2019 GOGGLE EARTH GIS DATA Rev D 1/07/2019 EXISTIN6/PEMOLITION/500' RADIUS by ale: Rev Date: 2/14/2018 Rev Date:2/0312018 Sign W Chairman E Nr AREA FLAN ■ Bike Rack,Fence,S.W.Note BAR SCALE e '�/2 2O A Rev Dat :2/03/2018 Bldg. Scale: As Shown Rev Dat406/1'�/2 Scale: 1"=100' Update Moved Vac/Air G-2 Secretary S Rev Data.11/0612017 Job# 17080 By: E. Nicosia Proposed Site Plan 20F8 O �0\14 V� 133 13 09 �oP 09 009 • ` 09 09 1 N 09 Nps ` • 02 13 13 13 ,13 13 13 • 13 s 1 03, 13 3 9 12 SEEDED AREA 09 09 09 °6 0g 09 09 01 13 13 1212 14 % 08 13 03 12 A 14 14 14 O2'. 09 i 16 09 14 1414 07 ►! X► 06 09 14 1 E 02 ��11 !E 01... . 14 'aO 14 O ,aa��v�r►!EXIST! 14 11 17 C ►!EXISTP A 11,010� EXISTI g 11EXIST! �A� 16 O �A \ \ 0 °$ 08 ® O \ , � \ O \ \ \ n 0 \ SEEDED AREA 01�E \ \ \ \ t7 13 10 \ O \ \ \ 17 �i13 0 WIDE NYLON WEBBING Q�MQGpN \\ _O \\\\ O113 LU ROOT CROWN TO BE AT FINISH 7 O2 E ® \ O \I _ 2} 213 GRADE OR 1-2"ABOVE GRADE _ \ Gp� MN \� 1, ," 1s 13 01 O� / 13 16 11 07 O !' 13 4 2"x2" WOOD STAKE AT O o3 ® ® 04 13 11 " 13 OR BELOW GRADE 2" SETTLED LAYER OF MULCH \ I I—i11=11I— = _ oaa ca =_ FINISH GRADE 1-I! 0 000T_I-_n-11-I!_=ig=-! oillo=1=i_ILII-Ii1=II-1a=II1l=ll IIu-1 II�IIf If = \ 11 12 � s mo01-IIITI-11 TILLED OR BROKEN UP SOIL 08 09 ® MIN 12" DEEP O O 09 0 ZO 09 -11111 111-11-J 1I_ O 12 ,, 09 12 06 16 0 X WIDTH OF \ 09 11 11 ` ROOTBALL 08 09 \ 10 13 1313 3 '3 • 1213 TREE (PLANTING (>3" GAL.) \ 10 NOT TO SCALE Site Plan Conditions. ©\ O 3 ,7 \ 01 1 1i Prior to the commencement of any construction activity or clearing, the \ 04 3 p disturbance s perimeter of the area of hall be staked out and the Planning \ n O Board shall be notified in order to reserve existing trees on site to the s 04 ss \ p g GR° o�E E extent practicable; sEpZ�ENGE ONG NG �\ ® ti 03 14 06 Lighting* q �t C� i �,�} ,,,( �j` RppO NJE� OO4 14 14 03 � OS 2: t-i All nonessential exterior lighting Shall be turned oil Within \ P a�s��FRPPS MEN 12 313 08 14 14 35 CD 08 � WIDE NYLON WEB13ING J t, t. t. 1 t 1 hour after the clo:�e of business. Lights that are motion-sensor- O �1p0 Np6 09 13 08 03 04 08 EXIST-) \ 09 ROOT CROWN AT a::'�i�.�a�'e�z li`3=;::y b `sfi:��' +":h.�.�C rte�'�.-'.��Sal'",k�' for security pE�rpt� eSp 09 08 °8 Oa oa os os os oa rr FINISH GRADE, �!L G�ER�N 14 13 ® os 09 1313 13 0909 09° . °3 Ng\T10N BUFFER o4 OR 1-2 ABOVE GRADE � � � �� r� ' `� ,,.. 3. li anion 4J I n, Irrigation is only permitted within the front \ y�OPD\N ,q 1a 13 13 14 14 09 09 05 FENGE�RA 2"x2" WOOD STAKE AT �'� landscaped , permanent lawn irrigation is permitted in the PSG 15Xa os09 os 01 04 14� 03 • 6 SSpGKPDE = rear and side landscape areas. Only draught-tolerant grass seed �o�Q. 09 OOa OR BELOW GRADE , \ / = 2" SETTLED LAYER OF MULCH mixes are permitted within the rear and Side landscaped areas. SEEDED AREA / III I-IIIA, 04� -I TILLED OR BROKEN UP 1. Rain SenSCtrS Or Sji7tllar shall be used to prevent /x !-ITr 11l ull unnecessary watering; /X il_II! ,,_III—I i*-III-iI-III- SOIL MIN 12 DEEP \ FINISH GRADE pF E)OSZjX D/X/ = 4: bran'idiom buff r: A 6' high good stockade fence is required along FENGETO REMP�X FiX 2X WIDTH OF ROOTBALL t e �the south �"ropeart " line tt*f y the trcris tion buffer requirement. \ � � � o Sa � EVERGREEN TREE PLANTING This fence shall run along the propel' line and shall not interfere NOT TO SCALE with the existing mature hedge row on the adjacent parcel, All \ LANPSCAPINCG PLAN efforts shall be made to preserve the existing integrity of the existing hedgerow along the adjacent parcel for screening \ N Scale: 1"=20' / .J purposes. 0' 10' 20' 40' 9. During construction, the fence shall not interfere With the w E ROOT CROWN TO BE5' 30' AT FINISH GRADE OR existing hedgerow if the hedgerow is not exactly parallel to s BAR SCALE 1-2"ABOVE GRADE 2" SETTLED the property line' PLANT SCHEDULE APPROVED BY LAYER OF MULCH NUMBER QTY COMMON NAMES SCIENTIFIC NAME TYPE �I!Iii I!il- oaccio as =1ii=n1=_=11 5: if during queuing there is a long line of vehicles (as may be the FINISH GRADE rr '��_0000oo °�°° - _ - _- 01 7 AMERICAN LINDEN 3" CALIPER TILIA AMERICANA,'FASTIGIATA' PLANNING �C)A►126 ill �1=1i_ X00 �i-11= TILLED OR BROKEN scenario during an emergency) the facility operators Will place a 111=111-111 ,_�� ^ !1-,!,-1i1=111=�=1, 02 6 RED MAPLE 3" CALIPER ACER RUBRUM -11-Ir-�-=__ _ =1�r=_ _- - UP SOIL MIN 12" DEEP 'fiC�V�t� ®� �UUTI�C7LD -ITI-T= _�- -�- -� Sign t© advise motorists that vehicles tT1USt be turned-off and 03 10 HAWTHORNE - 3" CALIPER CRATAEGUS CRUSGALLI -i1=111= - - - 11-I restarted to advance Along the queuing line; 04 11 JEASTERN RED CEDAR - 6' TALL JUNIPERUS VIRGINIANA DAIM F-e-b. 05 2 JAMERICAN HOLLY IIEX OPACA RECEIVED 2X WIDTH OF ROOTBALL 6: Heavy construction such as excavation, grading, and general site 06 5 ARROWWOOD VIBURNUM DENTATUM �� --1 work must not take place on Sundays or holidays, and all 07 2 SHAD BUSH AMELANCHIER CANADANSIS JUL 0 12020 C• construction will comply'With the Southold Town noise ordinance 08 15 MOUNTAIN LAUREL KALMIA LATIFOLIA _ TYP. S-SHRUB PLANTING. 09 42 INKBERRY ILEX GLABRA limiting all construction work between `�"OOa1 and �.QClpm' 10 6 FETTERBUSH LEUCOTHOE RACEMOSA southcld Town Planning Board INDIVIDUAL PLANTING HOLE 11 15 WINTERBERRY ILEX VERTICILLATA NOT TO SCALE 7: Preserve existing trees On site to the extent feasible; 12 17 VIRGINIA ROSE ROSA VIRGINIANA 13 48 BEARBERRY ARCTOSTAPHYLOS 6ric. Nic.06ia 8: The storage and sale of vehicles on site is prohibited; 14 27 BOXWOOD 'GREEN MOUNTAIN' BUXUS SEMPERVIRENS 'GREEN MOUNTAIN' 16 8 JAPANESE SPIREA, 'ANTHONY WATERER' SPIRAEA BUMALDA 'ANTHONY WATERER' IR��IST�Iz�� [ZGHIT�GT 9: The use of security cameras shall be employed to deter crime; 117 5 LITTLE PRINCESS SPIREA ISPIRAEA JAPONICA 'LITTLE PRINCESS' M PO Box 879, Rocky Point, N.Y. 11778 PLANTINGS REFERENCED FROM TOWN OF SOUTHOLD NATIVE/NATURAL BUFFER PLANTING SPECIFICATIONS Telephone: (631) 928-4456 Approved by resolution of the Town of Southold,NewYork;on the day of 1�: L©'itering on Site shall be prohibited; ALL TREES TO BE 3" MINIMUM CALIPER Rev Date:06/17/2020 E-Mail: architect@optonline.net Re-number Conditions ev Date:03/06/2020 subject to.all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, EVERGREENS TO BE 6' MINIMUM , BALLED & BURLAPPED D A Rev Date: /06122020 . ° 45450 COUNTY ROAD 48 11 : Signs stating "No littering" Shall be posted on site, and litter Shall be SHRUBS TO BE MINIMUM 2-3 GALLON CONTAINERS Rev Date: 02110!2020 Site Lighting \� 4t.\�^' Nj��vx Rev Date: 01/07/2020 >:� ; S O U T H O L D N.Y. as approved,shall void this approval signed this day of GROUNDCOVER TO BE MINIMUM 1 GALLON CONTAINERS 2 MAX O.C. For planning comments , ' p3 rs�ed lip„prornptly. Rev Date: 6/20,12019 t'k s 12: Audio, television monitors or screens on or within the pump SEED AREAS : NATIVE RYE GRASS BLEND TO MATCH EXISTING FIELD Rev Date: 3/18/2019 " TOP DRESS BEDS WITH FINELY SHREDDED NATIVE WOOD Rev lDateO1/072019 SITE L,�1�DSG, PING PLAN by STOCKPILE AND RESTORE EXISTING TOP SOILS. RRev ev Date:21031220,6 : Chairman Stati(?I'1S orf'. prohibited; and 13: Nos exterior lights or flags are permitted on site in addition BikeRack,Fen e,S.W.iNote _ AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. Revd 2/03/2018 ldg+e '§r. Scale: As Shown Rev Date 6/17/2020 6 to those specified on the approved site plan PROVIDE AUTOMATIC DRIP IRRIGATION SYSTEM TO LANDSCAPING BEDS Update,Moved Vac/Air Rev Date:11/06/2017 Job# 17080 B E. Nicosia Secretary Proposed Site Plan y� 3 O F 8 � �. �J ,. Q3 *fJ. fJ -' 13 I %J- - I 0. C3 -CJ. C3 'c a. limiting In perpetuity the hours of operation frorn 6atirli - 10pni daily, including all interior and -' 13 'C3. 10 I . C J. � �I C3 I13. fJ I . r 3 I 3 'c _ ______ ___ ___' exterior lighting which shall be turned off by lOpm daily, with the exception of dark-sky C 3. 13 . C - --"--------------,-------,---" --- 3 I LED CANOPY LIGHT - LIEGACYTM (MUS) � _' QJ 'CJ. fJ I J 0 173 Ic 0. C3 . J. C � (Ga7tzloll*, pf"Ject: . 'C 3 I U�a fill i.ptem � I compliant security lighting as required. I f 3. I 111�'�' I 011111-nu ____ __ --------- � � fol 3 173 13 0. 173 I fJ. fJ ,�3. 1 1 '� -r, " 1 I �' SC otandadsvinniel�h I , I " ,, HOUSING-Low profile,durable die-cast aluminum construction,providing a reliable - Date: I Q3 *fj. fJ I fJ I I '""' ' 1 Prepared By, / r C3. C C � I "I . 3 'C I J. I I weatfior-t�ht seat. \11�___._........�-.--,-..-�,�.-�.-.-,--"---,-"�,,�,.�............._...........___......._1_111-1------..._'_____1-_-_----------------__.''__-----------__'_____''.......__.______'_____1 I C J. C 3 0. .I " 3 J I 0. 13 \J I I "I �,I"" 173 C3. QJ 'fJ. I 0. fJ 'c 'QJ. fJ Ic , J. C ,. "I I -Fe,, -power,high bf I � 0 . 3 'C 13 Ic . ,:'�"��_1'177_ 13 0- 0 13. C3 '13. C3 I � I I �1 LEDS atures an anay of seled,mid ightness,high eff idency LED chips; I J. J. J. 173 \J- I " '�""" ,I"I ,' . "_� - 11 �' I/ ' . ominp,l]). 00,070��_-_'7 QJ 'fJ. ,3 I '! I 50Gf',Kco!3rtcmp9ratura,70 CRI(n ,"'�`*i 't"��'��_Z��i WPSLS Series 0 C3. C3 Ic ' , �. ,rvrrinif.',J�^ ',"�" ""r"�"'" J. C , �J'_::::::::::::` I 0 I . 'C - -P I J. ' I , -,AC -, 3 1 C3 C3 fol II3. I.. , ' ,I". "�'�j�'_ C I *��'��' I � ��'�"" ,�;��'�', �� I 3 � If �)- o 'C3. 6 'C � " I/ " , DRIVE CURRENT-Choice of Very Low Wattage(VLW),Low Wattage(LW)!Super S,aver ""_�"� �-,., 0 QJ. C3 kc . � fi- 13 J. r3 I J. r � , " 0 , 3 '�). , - �_� .1 ��' � J. C __�" I I I"" '�_�`��" ", ""�'I 3 'C 1 13 'fJ' fJ ' Ic �'_�'�' I, �' :1";�"� 3. . C I I I!" I Small LED Slim Wall Pack I )P�'_;%J 1, 3 '� I -��`��` 111� (SS),HIgh Output(H10)or Very I'ligh Output VA10). -, A, ' 1, '_'� ,-�! 0 I (), I "I - . �_ I .1 I J. C " ��""."�'-�' 7,� . � - -1-al�' . 3 'C f I�1�1 - __ - ___'. , --------------�--------------------- _____ -� ! i! i: I . I:,,,- ��!,�� , ';-�' , 77, 1'.-._Z'N'�S'� z, , , J. I ,,, � . 11�1_� � I J. C ", Rw_u--,'��A" = - , " " - - �'' ,':,�:,�,�,�,;!�,�"",4�,,,��,�,-,�,�,��,','�,!� ��M� "- Q3 'C3. fJ 'r I I- I I�� , , " ��V�'L"_- I I " ",�'" "'.,� � , ,7 I�"_\7.147,' '�� , C 0 . . '_ - , 1, - , �:. " " ,'Ir I", '_- '_�_��I,�: ,� N71 -S ';'i"'�"�q-'� t:' , '� �,,:!.,t�u I k . I � ' " 11 � I , 13 . 'CJ. fJ 'C I I 13. 11 , �-4 �W. -1'�I I"I'11Z . �0'�,'�"�Q""-Nk'�!�;,:"*"'"' ""�!"'4'�1,�� , , '::':-1"3:":�n�i�l ��z�; �":`ii:�"'�"Si,, ,�,,,I � J?�' "'.1 -1'''""1 I" OPTICS/DISTRIBUTION-Choice of S�immetricaf orAsymrnat.rirA1%wtich directs light "t;, 111�'Nr , __ A- -,* ''�"- ,� � _"""�""� , ':':"'�i� , , 3. I 'c 3 * �' I '�� I 1'1-41:�,'�� '�' - '�" 777 3 'C . 10 I C3. fJ I J. C '�""'�-"In�'.' 41XMPI�.1,�'��'�'Al,�li, I Ilk" ,1,77 ,,,,-,,4,7f,`7 13. 0 0 J I , '�N�' "'�� '�" �'�' , ' , "I �i;'��' T , "'�"!�""�' I" , -I!," �'�';':"'�'..::"�'�.�" , , 0 . 0. C3 I C3. I . , '� '�i"" '�" , '�� J. . .' -1 1, �' , I "i", �,��,,��!"",.,."""",i",�� " _'� �, � J , �-1 � I", " ' 0 13 1, 41"-l" -"'1�"�'��',J , through a clear tempered glass lens,to provide a uniform distribution of light to vertical 11 11 � I�:'�'i:': "", ""."' � " '' 4� - I f:":��'� 13 1 '_'�"' ., ,'' . � , ... , ��,�"',Z"""��::�.' "�"'��Z��-!i�"'.':'i;_ '�' �':'� ,,,,,,, ,g�',"�::Z"_'��'�,�"i'-," -1--: . I I , , :: , , " ' ' � I " " �'�'""��' " IVA '� �, ,"""' ':'��e�""'�'� �,:'',::,�:Z,:,I�,�,-�,�,�',,�,,! "��1'1 �'''_",- "_�', () 1 13. fJ 'C fl"'�"-""".'_"'-"\ "�'�"-"""Z g Ir � . �'-':'Z""'N�' I , !, "",I " .: il- N� :'� ` I- V� ' , � � , ' �"N '__A "" -V; ':�"'��''k , '� �'� '�, ��:�`:':�:�:�" , f � .".)�,,i�,,�,;�',,'��,��,�,�;-',,,�::,::,��,�,,"�, " , . I J. C '_" 1:1,�'_" , " I 'c I � " ", �' �": 'd holizont - I -1 "I , " - , , -'�' - "I�!"';,"wi"'- , ��,� " I, :.Ila�'4':'' , _:� 0 C3. �) kc 0 fol- 3 er t!"r," .."', 4 ""!'�_"�'� 11 C3 'cj 13 \_17 '�, "�' /'�� I I I , , � - "", " % ........... I j , , J. I I "_'_' , an it surfaces. �, I , , - , 4 ' , '' �" , � I , -,-f! �"��' �"'," , ��, "", - �::� . I 11�'N.' I ,'' '�'4� � , , " - ,��:�: , J. I I ,',";" -��_:'�_ ,I, ; - �I I' ll, 11-11 1�I 'I'm, , I _."�"' I � � �� :'� , ,, � � �':�"'4'�'�"'�,f'�'�""",A "''� '��'�'I:!:: . . �)- 0 "" S"�� "�" -, ��, - :' ,, � I I , lli�"/�" ' 'X '�'\!�':i�"� " , �'O'��' , I �) 11 fi- fj C3 �) 11 f "'t!'�i,"""'�� - - n C .1 I 11�"::� k . . �K �?. _ , ' I i , '' . Z " � ,,'��: ,��,,,,�,,�,�,�,:;�i:,,zi��,��,� '' ,", , �� , ,V& %'11'q... : � k 13 I :�',it�� ,,,, '�=�"��'�'�: , , '470 ,'�-:; 0";i""'ii'A�� 1� --"�'.::i�\ :--._1"!--' -1 , I I - ow � . "�",�N 111 -1,2 ",-&'l, fJ I CJ Q3 kC3 . � . I 2 '14io . I I . I 13. ri 'CJ. 13 'c . I'll, Z"I'll." L M11 "4 1 "I', 4F k, � � '�,'i,�!' "':;l �'k,.-" � I � I 1� ��,�I !r"7 13 . I J. '�','�" "'' ", �"�� ii�'�"�';4� ''", I '� ,i':f�'� , -� , A; " ,':��,�"'44 '0- 13 " 13 I . _ , OPTICAL UNIT-Features an ultra-slim 7/8"profile die-cast housing,with a flat glass lens. !;�'� � i, , 11 " . 1, I "Ill , _:�' 0 13. fJ I . r fol- 13 . C3 '73 3 13 1 , �` - "T,- , 1:: "u'l, ; 3 , " , . , -i ;�i,,,"","!" �-�'�`Z"�'!'�'1:11 " , 'i:11'. , _.�' '� � '-�&� �'-'-"','o � - , , '.. " C3 ' " "�.:L:;: "�� ."i 1;� � �'�"' 1,114''. .-n:\ I 1i). C3 I�'-'11� - , �, I I ' ';Z-"'4� DP I I 173 I ' . _ " , �� r :�". 1 '4:�:"'�"'� I - "��'!".L':".'�":I��"Ifiji, '11;i�'� " ! � . , ' '. 4':;��'�'\-"'�',.'�--"'�"'."�'"'i,�"' I ��:' _ - ' , I -resistant'sealed to an IP67 bting,Integral designed heat sink does not trap '� � '::"�'� I 11 , " "; f, I i , n' ".,4i4"'�'!;��"�"'�'� i , ,"� ��ff"w�'�* 1, 13 . Q3. fJ �) C3- QJ 'fJ. fJ q,� I Z�I'll - 11 f�'�TN'�'��"�!', ,,::,�,� -I -,�� I I,�"I V"'�",".�'-,-'�-��-,,, '""' '':�'�51 "��r4�fii�;-'- J_"K'� .I I ""'.�! '11'14.1�1" '?,Z�I , " " ,'� k �'I""" ''' -� . 0 I I '73- C3 I 11 A re "� ' ' 'i"":t��!"�i� '�' , .: � ��"' 1� I ,,, ,,,,'�;,' 'iW�'_ "', _ I , , 1�N�'��:- � r,�d ". '3 "3. ci I 0 Q3. rJ I13 ," , _0 "� ;� .��J'fi,",.""", , �� I 11 11;"','�, ,�"�,',,,�!"�',,,, ''\ ,�'��19 "'�� '�� . I * N I I '73 *fJ. ,",'dL, 11 "If ;' I I '� '�':"." I��_::' I �"��',',"��''. !'-J",,"�;� .1. -� � ':]'�:��,_" 1, 14:_q '� I , '�'�"'!'i��' ' z"�" J- , " -, -1'� "III "_,'� ) � -- -- , U I I 1�" "t",I " ., �"'�':'�"�A��'14"".�� "I "�.�"' " I "�, , ' VIN I 0 I 0- fj -13. 6 'c I I " II3. " kfj- fj 'I)- � " I , , � 4" 11 ", -.;' � . 13. C3 X�,, ,'.'',"1 1 � I�",'if��'R :��;i,- , _'�� ,, 4'1 !�A ' AW \111� ._? '3 "3. C3- I) A"distrilintiwi utilizes I a ircMirfor V"llich a!'*rs nn '��,zi� ��.', �' ��:�:'�"�" �J t , ' iR , 0"� I . I dirt and grime,ensuring cool running performance ever the life of the It, u . �' �-� 4 'C Unit is water 4, ;a 0\4� QJ. CJ "C3. 13 C3 13. CJ J. J�'�i�'�'�';N'��':�':�" .!� �, "'f W� ",Nv"'i"'115" , '3 C3. ',it�":"�""��-J�'-'�'i'f, '�;' " 'ii i'�' 'A" - - I fol- , " look Imm a sInrAird S distributigr ,"'"14...!.",�"::�;�z, �'VA_K4 (51'�W, -�y i) ". . � ------J PRESSURE STP21LIZING VENT-Luminalre assembly incorporates a pressure stabilizing , , , , "I 0" 0 I 11 0- ci IC3. - ��, , - 'V � � ,I 11�� ,,, � �',' , '� - , �' � ��:';�; ,: , , ;T, 1, I I �-g'4� i� - 0- 0 ,,' � " , t , -�,"!'�'�0.",1�� ,?� �U;1-�vO"' ��' ',Zi'""?'111":" '�� I ,�,,,,,�",!:�.�,�:.:,�lz,i")�� , �Z'�' . I vent breather to prevent seal fatigue and failure, , .'' � � 4 �' �:�4 4-- ZW-�'t �7 lik'4�-�h"��if"'�"A,"�," ,�"-",- ,4""�"�".:"� . 11 N J. �) 4 I r C3- C3 11). 6 13 '73. I) � 0 13. C3 3. " i A ) '4 �L��4 0�-R' ". I r� ,,C ' ' , li�il: 'o � - , " *,g ' , I , � 4,�"_R r^t I -' - I: ilklll ,�-�"'��_:"' _�:' � A��;'�:Z�'-��' �"1"\ ,�! J. " �" I � I ::: "I 1� I . " 6",,,,,,, , : , 11 11 : , ,1�''11 I� I ' 11 :'� 13 *Cj. N 'c 13 1 1 1 _ 11 �'�"�;�' , �'.'4"�" , ., I i � - '�11 e, *AWA_1W ",i,i'lz QJ. fJ �c . 13 'CJ. 13 I,). :�"�� "' I �� k"��:�':- , �Wwwx' - :�'i'z I ' ", ' , '.� 1��:�: , -t , "&'�1:.'i':'!"�'�'i"�""��': "' - ' '!!�,�'-,'" . I) J. I 'c A�';'�A J� � -'Z'11 . I k " ,��. 1'�_ ��-1 L�"n"'�,-, ,,,,, -11 L"', -'�''",� �"��" �' , �'�-g'-��'z:'�I I 1,I ,� ' , I :1 ,,I " ; A;,�11 �' �'�"2 1�'�""4'V_'��, \� ,-" - ,, , "1, �``� ): I . I ,- " " "i�A�'"':;'' 1, �, , " , " '�.' ; �z��'��.""':�� . for Class I Division 2 only when properly install 11 �4"�" "i�"�;'�""-t' , 'i :�:'� !: 'I ,i 11 111�k i ;�!:'��" , , , "'�' 13 1 I C3 . I ad per LSI installation instructions - i "�;":�'��'4 .-��"�** '1��'e� I -,��'�'�;'Z'� 11 I f , , ._ " , !� i�'�':;k Z,z I f . tl;, M, � I, -,"'i , �"I"": ' I , � 'I IITZT �w '' I I, Department of Energy has vertiled represeNVIve ., -F�!'-i�"�'�",,�'�1 "' "', -": C3 I 13. I ,_ q,� ��Jr';': ,"I",'�'� . 'C 0. 13 I o- fJ 'CJ. I , 4� &'_" 11 J. 'N '13. N J. C 'I)- '3 -1). 13 'c " � , � ��*"3�','�'��"'Iii� �� "�`�" L � 3 data and results In accordance with its Ughling Facts Program. , , '- I " . - , �_' � 14 M1111 13. Q3 J. fJ I �t,�� "�"�;'' �Z"��:'��'�'��t �I ,-�k "', " '�,,,i�:'_:'�:'�'�:��4"'�.� 13 QJ. N I13. ".", � 4�f- " , " 11 flM!.".' I t I C3 'C3. , '11�" '�',""':f" � Aj &��;t 'i '� ' ", fi N 'CJ I Q3 'CJ. CJ I 'J' :! 11 , 4�!:"�':' . '' " �: ��'��'�.`t '� , � (consuft factory). � '�'1�':Z�,� ';i��:��;:��.;!,"' , " �;,�!:�,',,',�:::,�""",,��""",:!"�:z '',i'_'T,-440" "Z," �" - '� ", � . "i \,a-..,- 6 '(3 ci I C3 9D 13 0 (3. 0 0. rJ 13. 13 , "��'"'��1, , - ,ii' -::i'��"" ;R Wt:��z'�':� i) 0- J. 13 DOE LIGHTING FACTS ��'�''�'�"'�""�"'�i!�"�" 1i �A I "� k I """,�,�,�,,i:��,�,,,,'�;��,,� "',"� '�' A 3. 'C '' '� i product lost HAZARDOUS LOCATION-Designed for lighter than air fuel applications.Product is suitable N,�11*94m'�i" �) C3 J. ,� � C Visit www.lightiriTact.com lot Specific catalog strings. :-:��'� .A I 1 '41 A i4"�" T;1 3 I �! ' � , ,! �'�;�' , , , ' �""',qif�"� , , _', """ . _!��" -� , _U_ , - , , � � '' , ci 13 'rj. . � �' I M ,:% "':'_�"�!:!'' ._� 11 1�111,1 ��'�'"'�,,, �--"44 V, �41'lk4i, 1�'"�_ '" I i , " if,,�'�'."'�:""''�:�;��'.�!�'747�': '' , ""'fl,li2' ""," ", _�o �'�"' IC � ' 'U��Av � 'A"S� ,� FAt�W'!"qWW 0- ci J. C3 I . J. , -"'1�7�`�"p :' r�7,1';':"-', I '!'��"i"�'� , 'ii::��'�, " ': - , , , "" If I N . Ic '�� "I ii t . A.4 I I - Ir C3 fj 13 . k 13 13 J. , ,M' ' " ):" N I , � .'J�L"'.'rz"'J , ,\ 11;'.��':",'� , V, , � 0- 13 J. fJ '13. . 0 N J I r3 . DRIVER-'State-cfthe�-art driver technology superior energy efficiency and optimum light 1n:"1!"'_."i' "'_"'.. , '_''t��i'( !. *'-k I C �i'�-, ��""':��"Vtl , ,1"Z"," '�:�'� -'f�' ," � � 1 .4, ,�,'�:,�,,��.�,',!:�,,�"",4�z:��,� '4 , I (3 QJ '13 ,�I dl�-'1 14 1�t' -'!Z' ''�'�, "' '' """""', 54i C �.-"'�� '4 � I 3 C3 ' 0 I ,* I "'' 0- N 'fJ. N . I '�i':�"i'll"", wl' - , ''I. '� '-'�"_ '�7:"��'�!�'�'!'::��1 13 I C3. C3 ,I) . 'A.".,I - �' "I::�":-"'�:��'� �'z�!:�':�,':' i '--'� , it" , -� '�"'z,.!" '� , , ,,, - "I'll, �' ,,,-, I 0 1) 0 11 � , , , , _ * * Q3. \ fJ I �� ; ��"'L"',':A"�:�,�z-i 0�j,�:'�"J�'�'.11""iifi�: �::�:'� I . 3 ";�'�1"'z , ,". I- ,,, ,,3 "A" �� I 0 3. C 4 1 """� ��li�, I I- ...'-'i-&'�'�"��_,r,_,*,';��k�PZ 11 �� ,''k � '�' -':i, , � - ,, I I _t-""�' -Z!�!�':':�'�'�"' ,�" '�:��; �,�,"!"I 1� - , , "� ' I 13 N . 13 0 I �; output.DrTier components are fully encased in potting for moisture resistance.Complies ' , " " :::::::::::�;;�� 15 :' " . 13 C � , 1:i � !��'_-1 "I...I , ", , Z'"I I ,� :�' , �' � I 11 I . f . I� "', �Z"!' :�:��Z�'�'�:::Z' '' ,",""" 1-11��1� I C3 0- N 3 13 : p I'll, "I'll , '_'" Zt1;Z',' , ��:' """ �' � 11 ;:i I ",_ �_,'' I " __ " , " 13. C3 \ I f k , ''!!!Il ., , ' ' , ,�' , " ��' QJ. CJ I C 13 ,, � " �' 7---i- I I I � � , '' "Z � '� ,"",!� , i,�",��:��::;�:�,�",��i,,'::z,','�,.,4�z,�""�,:::,��,,��,,,,,t 10 I Q3. 13 kc . 13 I r4 *13. '� I 3 0. 0 I C3- 3 0- fj I ' W is �,:�::��:�'�."""",:�,�,',,,�,:,,z�,,'�'�,,',��!' �;-,:"",",�,�,��:"�,",!";:� , , ;:Z '� , ��' '` ci- :�""� � '�' , I I"'.�'��'z�' �;� 1111� QJ 'fJ. 1) '13 0. 0- 13 IC3. I J I ci- ci I��' , � ,,"-,--',"� �:j":i��:!,' 13 '13. 13 "3. fj ?, ki), '� 'C 0 ,wilth IEC and FCC standards.0-1 0 V dimming supplied standard with all drive curren � ,"�'�;'�'�'��:'_"-: '.'�Z':"."i:,""",--� .'' ""' 13 0- 13 .C3. CJ J 0 C3 0 '', , �_ , Z � =, �' """"" .�"!" I 1, , I I 1"4'�*�"'�'!k��'i'�"V' �!�"?'i' �. �' � "I ''I' ll , , , I 'V'��'i�"�"" ��-':�,,�:,\,�.'','��,;��,,.�,',Ii�'.�i,�� '��':�:' " I ,,,,"":,'�"��"'Z�"T�i,:''�'��iii�","� � �'_ �� ,, , ,i, ;' ,, , -Z , �: '�::Z'm C `3 'o- 1) I , QJ *CJ. Q . '' ,, :�'�' '' , ;��N.:. "�if�-4,:�i:,"�"`�!!,"�'.",11"""t : "a'i�""'- I;�' ":-H k - - ��: '�",�',"_. _�,'�1"'.".4"I"11"� '�'�"��:t': " � , '4�1�'""1�'�'�'1�"'�"'�""�"',:�"'_�,"�'';'t"""� , � , , � �",,,,�,,,',,,,,Illl"�'ll"�.I 4"�:�'�s . � , "\� , ,i��,"� ,, '' I ",�,� �� , ,! "", � - , :' �: , Z'�'�� 11 I N QJ. fJ kc - " ,, '� , �,," '�' �,i , " fj- b -CJ. 5 'C "' -1"," '�",", - ,--' , � k , � I" P, 0. 13. 1 1 , I'll"' 1% �' 'r�"-� i ,;� 11 1-111"I'� ,�," 0 DRIVER HOUSING-Diewcast aluminum,wet locationrated driver/electficall enclosur-P.is "I� ," � , , , - ��' ;' I �n -1�� _ I �' , J. i) 'C 0- f f Ic "Ill. , , , \ , , -, , I . : ''," , �,i';K��;!'��- : 173 J. �) I � , , - '� " �-!'it " 'i�';L- , -,-"' _ ��" 'I). I 3 ' `i��"' ", ,, " I I � ,,,,,,�� , ,, "'� �i J. I I �"_' _" 'r " -�'�� ""'--'� 11 "' 11 - "'Y41 �"��'1' :'�lt�� %... �' ", "4"""" 'Qs�� `t� _�'�"'Q�',-_`z�"i-im I r 13 C3- N 'CJ. b I J. 0- 0 � "�'�' _L:"""T'�'.',__'_', :''_ - I 3 I J. 13 , - , 1�--�,lkl'�'-'._�111' ,1?�...111",-, Z�6 "" ,�n"�Q��' C3- 13 J. C3 'C I ��. , eimfed abowecarlopydeckir,pwomt%vatererdry,provide easy'knotk-out"conriv,fort "'.a'_____'__'_1 i-_'�:��"L_'_ "�.;� ��'4, - I �'z",","'�" 1�:.:i = I I - ' I J. Ic C3. 1) 0. � 01 C3 I . A N b C3. N kc 17'�� I,). J. '2' 11 I � ")' C3 '()- Q3 'c3. c3 I I 2) 3. C 173 13. fJ 'C Z 3. C I 0- N N 3 'C ci- 13 IC3. 6 J. , I r '� ' 3 I . 'C J. I QJ. C3 I Alig ter" IN es �If "" . J. N 1) 1,ibutes to attLaild ng tie lowest opera nicerat 9 p,',,,,, r, ARRA '3 I of primary wiring and con, 4: ,4 0 fJ I 11 "\. N kc Ic 13 'C ,bte. Seats to opf -piece molded silicone gasket - 11 , ?I � al housing via one , . I k . avaN c@k us 13. 3 I13 13 k13. ci 'C3. C3 Ic 3. fj I 13. J. Features & Specifications 0 11�� C'��"�""'- whgeienPI'Mrit I . 0 I J. 0- 0 iminable �'� QJ. CJ Ic I N 11 fJ- . 'r . 3. -40PC'to 50-C(40"F to+122"9 USTER 11 J. i) �� . , 0 . N I 11 N I . I . . , OPERAIING TEMPERATURE J. , N C3, N "j). 0. ?I . I 173 I . I ..... I 0 I'. '3 kf3- ?, IN. C3 'c f I 13 I @ N bt 0 1) 0 I fj �) 0 C3- ci -13. 13 Optical System 0 0 J. N I 3 0- QJ 'I). '3 QJ. fJ "j). o High-performa9ce Chip On Board(COBI LEDs behird clear temp 13 'I). fJ %. . . 1 k'� I fj 173. 0 I I . I fJ C . glass for maximum light output. . 11 k Ic 173- I D * �) ', . . 0 I C3 0 I ELECTRICAL-Un lveml voltage power supply,120-277 VAC,50M HZ input.Drivers ered ! fol I 1 'fJ. I C3 I 0- 0 �) 3 ii;_'�' N J. 7, '�). N 'c ?_ 0- 0 '13. C3 'C C3 Ici. feattre two-stige surge protection(including separate surge protection built into 4% I . 3. . 13. fj -N Ij). j) '13 J. C '% . I 'b, N "3. � "3. N *C3. J 3 `QJ 'C3. fJ I electronic driver)rmets,IEEE G62AI 2-2002,Scenario 1,Location Category C. o 3000K I 40'30K I 5000K color temperatures. W_7" . I N (0, 'I). ?, 'N. o 'C . '� kcj. C3 I,). . . *0- fj �13. ci . 13 'C 30M Mus!bil S06ded 13 0- I , N 1 13 '�) I I 1) J. -Minimum CRI of 71. to M'�JDACTOT13 . I C3. " I,). 5 I,). 0- 61 I 3. 13 1). QJ *C3. fj I o- C3 ICJ. lo I FINISH-Standard color is white and is finished with LSI's DuraGrlpl'�polyester pokvdar coat ,Zero uplight. 3 I13. C3 I . I I). 13 I . I? "\ I I 1 'Cj. b 'C N "3. QJ *J). fi 11 C3- Q I C3 11 C3. 13 4 ?, - b 'C 0- I 0 I C3- 13 I process,OuraGrip withstands extreme weather changes without cracking or peeling. J. '� 11 I b 'fJ. '� "O. C3- 0 IC3. 13 ic kfJ. C3 I lo. 4 I . Dimensions C3. j) I . I ci- C3 I C3. I I 0. N I J. C 0 C3 � J lo. i3 Electrical ci I kr - N '13. 13 "o- 6 IC3. C3 'C 'C i) 11 _< lo. (J. C3 3. I ci- k QJ. (O Ic 13 J. INSTALILATION-One person installation.Noadditional sealant required.Installs ina12'or -High-perfofmance driver features over-voltage,under voltage,short- . N . 1). 5 ,,C3. N I 1). J. ?, ",\. '3 . 1rJ. N Ic . 11 J. C3 -'�. C circuit and over temperature prolaction, _ - -C '3 ko. 9 I,). '� 'N- b I I I 3 3. C I 0- 3 '0 16"deck pan.Deck penetration consists of a 4"hole,sjmplif�ng installation and water l:) o J. 13 kc ri- ro -CJ. ? '13. 0 Q3. CJ Ij). C 3 sealing.Unit is des�nedto quickly retrofit into exist IS s . k I J. I , I ,i"\. C3. I 'c fi- 173 I I " 0 � 11 . , Q3. 4b Ij). - C3 J. 11 I . 0 I id ' ' � I Ic fj- C3 kcj. C3 'c C3- ing Scott,dale(4")hole as well as -0-10 volt dimming(10%-1001%)standard. 1: 0 13 C3. ci _C3. 7 r J. ?. 13. (o kc 'I). 0- CJ ,openings for Encore and Encore Top Access and to reconnect w; nglforttieSUTECTA .Standard,Uriiversaf Voltage(120-2711 kfar,)Irritit 50160 Hz C3- 13 I I I I IQ3. fJ "13. I I) . I 0- ' I I Ir without having to relocate the conduit Petro panels are available for existing Encores -1-7f,Calculated Life:>1100ik Hau,s I I C 0- C3 0- , 1 13. C3 . 46 N. b 0. I 11 C3. b 'C . 9 lo. b I,). N 13. C3 I 13 0. J "13 0- I fJ J. 1). J. g J. C 1% i , � N I r 3 C 0 I I & 4 , -Total h armon;c distorton,<2V,� I 3 J 'C . . l3. C3 ' J '� . C 0. N 0 ?, C3. ?_ C3 J I 0 113. % C3. I (see back page)as well as kh for recess-ad and 2x2 installations(see separate spec 13. C3 'o. 6 '13. '� "\. A I I * ' 13. 0 -0, �) IC3. C I 'c '� ,,�) C3- & kcj. ") 0* J. C . 13 'Cj. f -, decl(I -Povver factor:>'85 1, J 'C I . \ C3. & 'o. . ro kcj. I N I 3 fi C3- ci 'C S J. sheets).Support braclots are.provided standard,to prove it sagging of � J. N I I 11 1� Ir I 0- I ' C3. 13 'C3. Q� *fJ- fi I'3. 'J I J. C3 I -Input power stays constant over Me. (3) �� 1) IC3. C3 -C3. ci 'c 173 N. ? ci- ?� 13. 13. bt 13. I (O C3- N _C3. 13 I 13. C - 0. fj ,SHIPPING WEIGHT-27 pounds(tingle pack),48 pounds(double pack). �� I J. N I k 7, Icj. '� I (0, QJ I I C3 'fJ. Ci 'fJ. fJ I C3- C3 I 3 'X� I , ' '� 'C 13 'C3. fJ 'C I -, I I -Drive,,Off-S!Fte Pow?r is 0�v�!Is, I . 13. 3 C . . .�� ' ,Chip On Board(COF)LEDs w;lhi interitatpd circuR board m,junted directly 13. QJ '13. fJ I 13. I 173- & IC3. fJ b *C3. 'C . I N 1 3. I) 'c 3 0 fj- C3 _Cj. e__ Q EXPECTED LIFE-Minimum 60,000 to 100.000 hours depending upon ft ambient �,� fJ. N k . 1� ?_ 'Cj. '� 'I). J. C3- fol I J. I C3 I I N. I I,). 1 3 b 'c ' ' ' ' I ? kc I C3. r I fn 173. I ' temperature of the installation localtion.See LSI web she for specific guidance. to the housing to maximize heat dissipation and lircimotp long 1�f, ii 13 13. C3 I 1)- 6, �N , J. '� Ic N 0 N 'j). 0 . C3 I I .Components are fully encased in pottiig material for moicture I I 1, I C3- � 113. i '�). N- '3 -CJ. J. �) 'C A\- b 'C3. '� 'C C3 I . I 173- fj ci--Z C3 '� 'r J. - WARRANTY-Umiledfi-yearwarrariv -ith FCC standa � . 3. 'I). �) I J. .,\ 'C . I . - resistanci�.Driver complim% rds Driver and key electronic ci- 173 I 13. 173 lo. N I � I '� "O. b b N. 11 J. C3 13 'I) 0 11 C3 13 '13 0- Consult Factory I corponents can easily be accessed. C3 4fJ. 13 "3. N I,\. I I . �) 'c 0 N- rO 'CJ, N I �) I I . . Q3. Q3(:: 'C3. I . I I ci QJ, 13 I 13 i & I . . N I �) I QJ. 1� I A 'I). I `13 'C3. fJ I I '� *J). I I . C , '13. LISTING-UL and ETL listed to UL 1598,UL 8750 and other U.S.and International safety 5 -6 I . N IN. J. I N 173- 3 '3* " 'Ci- 6 IV on fj -Kniniurn 2.5kV su!ge r0ing C3- lb N. ? I 13 I N- . If I f . , Q3 J. j) I C3- I,--_41- 3 , �) C3 fJ f . C3 b 'N C C . 3 \ 3 I 13. Q3 cq'c -Available on LW and SS stantards.Suitable for wet locations. I . 16 1)- f . 3 Class 1,Divistrin 2 N J C3 I3 I I) I I I QJ. '� "C3, b N- N 4 N. i I . I C 11 J. iwAsi-industiries.com for dataifed Controls i I 11 N- k I . I 13. ?, 'fJ. 6 "3. J. I . TS Temperature Classification-The surface PHOTOMETRICS-Please visr,our web site at rh '3- 13 kC3. N 13. fJ C3 '� -Optional 120V electronic button Photcconto 6.00 I (� `,Qj. 1� Ic '3 C3 13. '73 I ci- ci �O photometi1ic data. L + I C3- 5 'C3. N , lo. 1:) b N. N J. A , I,). � 0 13 temperature of this product will not rise above -Apertures for field or factory installed pholocontrnl I ci- 13 I . I C3- N -13. 6, , . I . 1� I b'e N I ) I I ' C3. 1) Ar �. �k Ic I I , N N. I Ic . �) 'C fj- '73 -A J - I - - � .I *1)- b, 'C3. . J. C fJ '�). C -- III C3. C3 1 C3. '\ 9 N J. \ fJ 3 1 13. �)- 100 C.,within a 40"C ambient, I 11 C3 13. fJ ��. N ci- ro I fol- 13. 10 N I 'b k?,. I � 0 I (� I ?, �)- k3 k 1)- �) �J). C3- 3 I k I Gas Gr'oupsA,B,C,and 0-Group A:Aoetylene/Group J. ' C3. ? . (?l I b. fol- 5 .Q, C I r, Q , ,ftd.or"for ,rds 11.91 b'liyff i I 11 C3- N I 1)- lb *l;)- N 113. I 11 b, Q3. N I., II). Qli I - ()- B:Hydrogen/Group C:Pf opane and Ethylene/ I ,qdmuorits. i I N I . * I . I-.- I I 1� I k ' . d--�.' 113. Pipme constift factorylor your sincift r, , . I 13. - I . IE). VN ,& 4 . . C I TPI,.t prt JA versions WIN prorturt.nwel Me stand. S, j, . I . 1 I C3 I b _C3. (O q �) 0 13 'f3 J 'C . N. Qi 'fJ. �� I C r� I Q$ I I I?I- & I N C3 0 J 10 IrN. . E]fj I Group D:Benzene,Butane,MetharNf&Propane. i - J '�. C fi. 0- I �6 1 '5 'C3. I . 13 *13. ,3 I . 13 II). CJ 0"3. , ! 7.65 J ',3. 13 I . 6'. N I I - RC'm-..1S I I Ci- b( ?_ kb kb. 2) I C3. I N 13 1�1;'_"_` N r.7,-- .- - C3- 1� 11). 12' . ,I "3. C3 I C3.-P- f, ' ,, � .ORP. I?6 T c Qkk v ii 11 ' i i I N 13. 1 N (?i I'� bc I 0- 13 'fJ. 13 k3. "Im"On 9 � ; 0- N lo. N 1 6'. (D � '�- 1 - N I I . N Q3. C3 " . 0 ,J). ._ _ 011� -' I .. I 1 - I I fol 0- I fJ f I C3- '� (3 3 I - __ �-"I '�3- N 'fJ. ? I 13. Q3. 1� Ic . I lo. b 3. - I . b I,N. j) ,b. J. 13. N "C3. r Q3. () ,,C , � I Q3. 5 I b, IN. N 0 Ic J. C C 111.11, � 13 I C3. �) I , . I . . 46 I 5 "� I N. ro N C3- I '% 'CJ. N 3 'C C3 3 . f Ij). �J N C3- N -1). I 0 I I I ci- 11 J. i) I e IC I 11 I Ifj. N ,C qP! ,�� (rR2119 _ - I ', . J. CJ 0 I . "\ 'C ?, 'fJ. I I . - J. N N C3- ci 'CJ. C3 I . , J. 13 J. �)- N f . I b (O I fi. I fJ I "\ k . N I 1) 3 b, 15 (D b. �) I 11 I C3 \. b,- C3 ,E). 0 '� fi. N . 02017 Ar , I I I C 13. ? I,). N ci I Ul MUM] � 'c . 13 I �� . mlogf_ Is[PIC, ) . 'I- 11 I')- 6 'fJ- N , . I fi. . 5 k I I N 11 J. 1) I . C3. 1� I 11 N . - IC '� 'CJ. N I13. *J). fJ I . I I IC IN N. C3 I 173- lo. ? 3' " ci ,,,- " 'I)- fi �I)- "\ ?� 3 1 IN ,�. ,\ N. 9 I 0. ?, J. Q3 . Project Haile- 1,Fixture T#e I I N I bt. b I ci- & I0. N 13. I X100 AI!,in,%,Rd clr)ci,)i'l:�'�CH T�21*-vvw�v�'i-4�'!'�i�F!'�Ps-\'�'n.(F13)Y72-'2C'I-CL'zil ln�z_i�!Iit'S 1'�C.M P,'�I!'S P,71SZ1r','ed 12 oTl 9 C3. C3 I13. �' I C3 . 15 I I ?, *fj. ? 5 11 0 - � 110- , I C . ' J. '3 I C �13 11 L54 Industres!"Ic.f, )- )3' fJ *13. C . Q3 'fJ. Ir C3. ci- b, '4 I,\. 9, "�. ci- 5 I C3. '� 11 J. N I J. 3 r� kc b I&. 0 C3 "�. C 13. '3 *1)- b, . I QJ. 13 kc 1__-_'C 13 QJ. fJ I . k C3. J. b I J. I 13 3 I (21 I &. 15 I?,- I 'C3. (0, 'C 1� I 1)- 1� _C3. N 'C QJ. 13 I 173- ci 11). I . C 'b '?,- '� -6, fi 13 3 I I)- \ J. J. E) ..:- : : : : : 13. 13 �C3. 1) I '\ I C3. I & 'Ci. b 'C . ':V. I --.:- I C3- . . I * " k". " ,'). ci I5. b, IN. I?'. C3 'C3. I I '� 'rJ- fi- Q3 *fJ. CJ ?, ,;3, C3 I fj\ 1 fJ. '� I J. 1 , .N. I I I()- C3 'C3. '3 ,I). C 1) N If Ifj. & ci- r6 Il�. - , C3 Q3. C3 Ic 1) '. 'N\ I J. .6 If C3- b IN. C3 3. RAS I Outdoor '� 'I). '� I 3. bt 'C 4 'c I -, __ ______ -------------------- GNlLED13YSAC11B 3 'C . J. N. ()- b �Irfj. 5 kc 0- I 11C I \ C3. 1� I I I 3 I J. C3 \ I fj- I IN. N 4 I'. 2� 'fj- 6, 'o. N J. 1 I'\. 13 ', I I Catalog i: pro�ject: ", _-" ,- . '""r'' "". _"' , , - . . . ., , ,. , " , , , ... Q3 ,l). �J I . I \ 11 N. N I k, C3. ? 'C C3 Q3 'fJ. fJ "C ___1 I . 13 'C �\ . 1 'N- .4\ I J. k -) I -_� -1 I—-----.-- I-_ _ I- - � I -_ - -- 3 13 J. J. I ,\. g ,fJ. I (). I -------------------- I 1 13 C b 173. ,� I C3. I C)- fi I C3. 6 'c 13 -A 11 Q3. V3 "13. '� ro *4\. I C3- N _C3. N . I 13. ci -13. I 3. C - . Prepared By: Date. J A" ""Rtk 1�1�. Project: � ,,, ,_'___� I . 3 kc I '\ I 11 'C b I . ?I 4f3. 1 "C3. I 13. I I ..'10 �'-� J. J. ?I N. I II). / -_:�'� I r-",'" -_ IN. (3 'N. ,\ . 13 I I I Type: 0 '�) Q3 4fj. fJ I(). 0 C3- t\ I . 1� 113. A\- N �) Ic 1� 173- fol I �------I-----------_'______'____'_ ____________11'_______1111_� '__'_",_;'__ , ,"-,---.-___'______ __ ,"_ -.. .....-___'. _-_-"_'__�-, .'� I I'll 11 I 11 4. S I � k I N. b I I [--,--,-,--,J L____ 0. 1) r6 I J. E) f I '�). '� 13. 4b ,,C 3 I I I -11 0 I 0- C3 IN� 3. 5 "C C3. ci . I ";';'�,r'�'.�" 0. 0 C I QJ- QJ IN. - I ?I I N- & J. fJ I k ci C3 '.�� '�'t ,,, . � . I I I I-1 I I 11 .1 . I I., I I I . Q3 4j). ,3 I 0. 173 I J I3 'fJ. ro ki). ()I b IC3. . fj ci- 1 . .I . 1� I \ I �13. I C3 !.''�' 1111.�'i ,"' '� Mirada Medium - MRM - I I C . "3. 10. b \ 11 A I 9 N. 4 �t'�," ;��'�'% ,�- � J C3 I . .'\ 'fJ. '� 'c 1 13 13. 1 I N. ro Ic ' �� - F � k-"-,; Prepared By: Date: 0. 1;) _C3, 6 '0. fi ()- 0 I J. N 4N. '3 I 13. ro ',10. 5 I . J. "\ ', U. Col. 13 I C3 . -1-11-1-1.1-1 I ____' I I ',� I�� : Outdoor LED Area Light E� I - � 13 I () I J). fJ I13. N CJ. N If 13. bt '� IC3. '� I fj- ci . . Q3 'fJ. � - ' " ____' C3- C3 -CJ. lo 'c J. I ,\. 'c ED] ' '�� 1C I 1�1 I" � I i I I N I C� J. & "O. I 0 I - 11 ��"' . .I'rl L___ L C kc N. (� IN. �) 2) N- C3 Icy '3 � 'C 13. 0 _C3. _"W�t. Ni' - -_ I , _J 1____1__1__1__1� I ", I -1 �� ,'� 13. CJ Ic J. b, If I , I . Ic I I �:,�i," 'i,,'�� N , I �(' : ' ' I _"""r"'1'"W 1: i: I 17�11' ", I J. J. 3 J. '4\. I ?, J. E) I I --I I , I I M; I *" '�' 'c . J. I C �; �" .1, 1 ��-1�4__ 1 ':, 1111,17111 1.17TIM'' I , '� I Q3 '(3. C3 'c - - ' , � 'I�'- ww I-'�' "'t - I '1 -1 "�'J"�Ii, ' ''4"t j�f'."`�' 7 , � I. ; I C fi. b C 3. �' I ',� '�V'1''�,�*r'a,' - � -. I I , , -' �� 11 ' , , 4'�'�R '1�"'q' I I I k'- " I (0 , , -'� ' --- �' '(). fJ 'C Ic -, I, 'T' � ' �'_1"' , ", j\'�-"";: -';0 -�4i" ,:"" 4 "'� -� � V'Z""M'V��, - I I I - � I I I f J. 'c 13 fJ \J- I Q3 IN. b, I 1 (3. J. �) J ci- 11 , � "A." - ""� , _�' Aw "' , ��","'�',", iO:�'4 _,il J. C 'C " 3 I t?, 'c f - "'�4"'�' , 3 13 C3. J. '3 3 I'll, 7� - , ":,�� '-�J . I J. "'N , 7 475',,T_�W' _ 'e ,�j 'Z i .zi"�� q,_ "�' � I N I 0 QJ. CJ �c __"_". ':_-,�", I , , � -"-"" , ,,- ,� �"�;'tl_�, �, U ,_" F �'_il. =';j5 Jli ��,4,�"I'��:-�"-�,�"C,-,4"",��,�:,�l:��-,:''"'"'4 . J. I ,'�'�'-'�" � �"';"�- 'I" � J. C IN. (O- I . " � , 'i , : 3 I . N I 1 C3. J. , " ', :!6�'I�;�' ""�"-V,".��.' , .;\,." -Z I 10. N "I:). '.� '. ��V�'_.' I - .;;_ '�*i_"�""Oqjvr'� , ";�.*"h -�� 4" �� 1�1'��"'�\'�"'-";;' �'11--, _." , , ��,�,,,,�,"�,�p,��",�v",�,,,,�,�,;,,�':'��.! ��_';'�' I I I � '13- . I � ,\. N I I If 3. 0 �-��'�' I I I N J. ?- Ifj�- I 13 'Cj. l;) , ,��"' " -1'-1'\-3E _"""' "N'�' , , �'_"�, '� I13. g I 0 ;3�1' 'J "I" ";� � ";��' '�"'M 111111iz'�z� 11 I ,"I"I... , '' , , , "I" j#-�'-'��'��' '-�" "'!'��'_W'_"?�� ,�,,,,��,,-,�,.;4��-,!��",,�p,'�,',',j . I '�""i'� , Driver Info LED Info V. I -I . -14' _'-1"-' , �11 I 0 '!�.'� , 7-, 'A'� , � I IQJ. fJ Ic , , , : 'c � ' �) J. C3 'C , I I .'�"W�"-`�- � U J. N- ?_ 'C3. '� ,(.\. , b - �1 'fJ. ?� I 6, 'C 13. 5 ci- I , . 13. N 10. N I J. I �T _�'Z '�' " 0 0 () Cj. N ,C '11T_:1'_1�!� -" � - � , - . , ,';� :'-� : I'� N I13. .�' ::0 �' ::� u3 173. 1) I �'i - , - - �'v_ �'-- -y' �,i'p' , ,��'N�1� I I r C I I '� "�"'?_ ?i "',I- , 1 ,4x " I J. 13 I � , I.ii i., 4 ,itanl Cu, '1�' I I iff."'i, '�'I�I "' '�i ,� . !IN � Type U. 11 2) QJ. 1� ki). - - �' -MV''?'''� Con,- ,Tent W,'S 13W I , _ , "N ,A ", , 11 1-13" i� 111k�� -11 � rJ. C IN 'c . I rfr"-�';';!��*1'4"'*�%"- " - , � ;i M712�' 3 _ W.11'1_11'1� ,� ,� I '�� * , ,%'K ,,, �1:4 1�1."I,1 51��'kl,1�-"!�g;��'� I I 11:�'4�... 001��" � A"""""""8 , , " . I . I J. ' ��',i,'5�z, ,,' 'r- __ �'.��'�'�'�F�� '� �'�'��.�'_� , - 'k '�" _ , - ? , , - , , , I V�' " ' ' - , � � , ,_'�"� I � . .4 ; I .13. 13 kc I . 11 I �' 11 ,, _ _ I . '��'�'ii'-��' '�;� ,�."I � �K�7'4;K; :�,��:�,;,�",��,:�;�4��,�.��;=�,�.''�,,�'l-'�7�7.�,�, �� W" - "�. ""_-, '_ -, , " ��i��'�'�"I-.,:,- ',;' ""_""'-' 20W C41or Accuracy 87 CRI I U 0 �;��';": ,,,�:it ; , � 1210V 0 3A Color Temp 3000K(Mirm) Q3 'fJ. fJ 0 13. 0 ��" " �j""?�""�'," '-' "i�- I'� -0=if � _' , ,, ' " ',�� 0 I C3. N I I \4-M) 0 N , I N 13. 'Nil- I '� , " �" 1111111.,1, I ":,��' ,, ,:' " ,�;�'.�, J r�. _T--N- \ . ,4 - N 'I). - ,1.�.� :'5'� �"�:"��" � �'--,�ii"- 4A'.'� _ 173 'C3. C3 0. 13 �� ",�)'._ �� '' - ci -"ft� " �... :.�"� ;rl'-�" -'�' ," P i"' "" 13. '3 '(N. N J. N . ...�U- N " -, ii;,'.� -Ie;x:i""':��;;t�'-)l , � 't ��'t - � � 4a'x"k%"P NE, I 0- - I C3. 4b "N. . I�) b IrJ I I 173 , , , "'tv , 1.111 11 f4 WMI-41- , * �� " A�'�- i, '- f I ,\. () I ' . I -0. N I 0- C3 i'��',�"%!�"�,' i�Z�::;"V��'�t 14"�:� I , 5P , , i�I ,z'.�� "-" 1-1 1"I��:"'�'�j"",1�r"7;�7'-'��". � 11&2SWIt'Angled Conie ShWe LED Gooseneck Luffnaz e Oesignod to Mitch te (13A J. fj I I�) -'111 Al'�' "��'Aii' � 'm e, 6�,�� ' � � '�' I I A (0 *CJ. N , � " ::!" .�YW �:.;,,',�F.'��-"��-,�',��,�� ';,�'%'?�',�-�"�Ii�7-'r' ��"4��'- .4"'. U,A; i I _'�'z"' KNe lx'�.a-,,�� awteciiare of Nun street storeitmnt,,aml bu�e�nq pe�JfWers LED G'xi--eT�eVk : 240V 0.3A L70 Lifespan 100,000 15 kf3' k 1)- 0 L :_ "' ��"" -1-1-11 " 'T '," .;,�'�'L�,r I ',, 'q_-,"�� Q) I N J. ':'� ":�" � . ,��"�"�i`:�" 'T�' 11 , , '�c� ��]�' , "t 1,"� Vu�-�' " � ,I , ".9 , ,, ," I �'-;1 z'14VJ4V '�;_,, ,,, ,,,, ��'P'l � I '� :",'," , , r-- -k �' � Core Sh3de Win 241 G_Oost�AMI St�,te � I f".�� C3. N I,,. N " I I I � , 'j"'% "�� -�,1�I 1:��M'4-�-'��'.",,,",�::i�';';��n , ' ' " , I -;� -4 W,1�11F kl_k�-"_I , � I I "'X�111�'111'��Ml� ' ' ��,��"Ft%,",�,L�,�,�,ZL�:',;:�N.,-V'''-�,'�, ,''I , `� "�A' ', 9- ", '�� . N I, "-1"', ' I �I""," 'A'C",' '�i:'1:1'�"-' ;�' "li. "i ,1�p � I " , '111'J� ,"� _r_ _4!�4"Wg* . '�'""� ' "' I, �- � ' 0 - 'I�W�-"' 0 '. N ,. I ,,,, , - , �', fi- 0 I - v -�'��'�'' � L,"."'i. . il:��'__'!' -,", '_ , QJ. A. ' ' \' N QJ. t� I I () Q3. C3 kc I a , " 4� �� '� ',2"'I-'-`�%'M�'�. � , � " '-_'�"' 0 (\ �?:'�i'rt" ,,,4 " 'T " ; . b 1 _'X, 2""� " , 1)- I .; 1, , ."', "" t�""'z'� , , 'r I- �� 0. b ";�'�"' ,��';Z��L�e"":": '.;'� 4i�'�"'1-'�I�c�; _�'= I"'f 277V 015A Lumens 344 �. k3. �' I C3- C3. N I QJ- b 'fJ. '� _%'?'.�; �). C3 kc bt 13. 2) 'o. I 'C * 3 ,�'�t�" ,!: �'�4,��-Ili&"""'P",4 _"'� R N, P, - - . "L�Jt ""�'��',�''' r�'��'f",_,,,,��.I_� "��."-,4,�� ',.�'j'�' "�:K"' � ,�"'I I I 1�i 't " , ", ,�.� . � _��_ - _�� i'M""", � -` �2�� : Co!or:Mxk -s I Q3. C3 k N I , ,__ _ ""'Li -_j;�""'�� , ��:�i�- , "�'�i - �� 111� -11'��" .1i I..I 11., ,�� , "", I : � �� - --�: ""��-':4"'k-!t' ��d , L, ��S ,�� K"��-_'2-' "'�'�--;;'_"__ "'. ��' '4, , lkliif '�R'Z�"F?'' I fJ. _ � , �"�" � �Q_�4 -'��,,"v'�.'�t-`4. '�_'�A'� '� T I-: It -�: It .", i;'114��'�!"� I" _ l'�' ",�* _ ", C3- N , , 'W"l, -, , ;:��;� , , , ;' J. f � , ', 'idt ... ;�� 'I'L"�', �., ,,,�,',," , � �Z,,�j,�;� * - �"'� , InpA Watts 15.6W Efficacy 22.1 LF'N ) 0- I fol- Q6 - �i� , �'�, 'I it , �ge_iz Aw!�' V'Velght i I 0 tL . ," '' , I i:�i�:Ii��`�"�'_`;'K'4';A""I�R"" �"'" - k 13. N _C3. 6 'c (. J. '3 J. '� 'c \ 4`� 1.111'�' , :� I J. '�� , _� o�' , N, '!!!�'!, - "'�I"" "_ � _� C I ' %-Tl.� , ��"""'�"'.ii� V., _-"'-1'1- - , 0'�" 0".'�_ - i, "all Z I I J , Z�16'�"o it i." 1-1 - - , '�l '� 4 EK,Qency 83% . i4 , �_"n4"�"��:;"" " '' �0�' C3. N I - 4��111��i.:'.'j''"��4 4'�_ , "Ii� ' '. ",_,".." �' clw';4�N�.'.' .'_��;;� ___" If ci- I 0. (� 1111'i;� � �"� �Tf'Ilk"i", '' ' . 0 J. I) I I ;��'!"'-'\'� �,��,�.-��",:"Ii�;"�,,�;�t,�",'�l,,, IeR _' �"'400-� �, 'A'1_ '.""��' L'�_' �&�ft 1" I 1�i 61-1,f'__ i t' Z I ' llu.'TWA "41 Ir � t 4 9 V '��: " : ' I _-1 I , , �"# )-'"-,','�"I ,",,T _7'� ' !, , , _�_ 13 'fJ X�;;�"J 1-1"'�'�'� r, AWAK 'gp�'� I 13. 0 I ," -'��"r,"-,"".,� , -;i I�&'\:' 1'j"'�'��J'�""'_'�". . I . "C3. N IC � I . �' """" i"-,T'' � �"" Al �r4'4 4.Ir"," ). 1� I - '�� "; " t, i,� , I— , � *""�"WA, J. .1""W;i,�"'f�'�'W"j� - , �.Z""Z , t I?i;,- ',� �" � I I -�;Zii -, ."' �W" �� '�Iz'_,'�:�'�"' _i� ""' � �m'i�-'*'� " - �) k 13 'c 13. If , "��'��_ ";',."V" "�"�' "-� _," '" '�j,'r, kl ';,'0- -"P, , ,;4, '-�' . _KT I F" ' Tli� , r,4,,�� "77'�'�t�'�.1,�'�-� 0. ?, ,_ ",,�";, .%�21'�"�',I r rf 7��':'.'r - I"."11�111-:-, _":'�"'q��;�:�'iJ' 11 0,,1!11;1.1�Z.Z;&1�All'*N��"-z 12'* Al, � 1 '4,� , IF � ; � _�'' �"'-�� , T41 :' , , , 4 'Z�'"ii " ,j). C3 'I). '�11W_'�"'�Ixt:-� 1; ; .' , , 0 -, -��" , I �11 j, ,':�, U 44� 9 ,, ri- fj I 13. C3 0- 0 I- ()- � , i * 't J. '� 6-0 � � 0 J. � I 1-11 " �-,"�:,'�"-'�,��,��,",�',i-',�;--l��"t-�4;�� 1111111"I" " . t� - _ , -. A ,Ilk liN, V, N I 'N '� 0 4C3. , "� , , I ':� �! . �" -r'. "?�"'i�" _ �,I ' ' - ��Iti � 11_ �". . I ] '�"'_ "_"." � � N�f 1 1 ' , , . . 1. �' '� --'m ' , , , I) I- ' -" , � , ____-------__��'___�-�--------------_____ �� 11 - I 11111-...1.1-11,I—- ___-1 I-I'll I- -1. ��I', I 'M ,`� �� . " "" ' _� " ". '��', L, L ,- . � ,q ,I.', ��... N I'�` "��' -'�'f;'-"i�tf' &-'�I �' , " _-_� _� It "'6' -�u I" 13 'I) -,41_4 , " IN �) 0- 173 k a fj- ,:! ,. , I i�"";'5 _ 'c I , ,,'�` ' 'L�� i�' , �' '�"� �"""," , , �$' 0- I C3. 0 J. N I I I C3- 0 �: , �"" ?t�,'� - � " . '3 I 173- C3. C\ i"':T't' I I .�'_ �''� �' - , �' , �, '. "�� IC - , , , I �'111 0 C3- ci 'I). 1) 'C '11�� : ;"�'��L� -- �' �' "' i y , ,,,, '[' , " , 0. 0 J. 13 13 CJ. 0 I -�' ""�' �� ,�l,!,.,e.""�,,"":,�,,,�i'�'��- "'�" , 1,4 11 -1 I.......�;,,"�, , "- '; -x� ' - , � - �� t' , , I �_ 1'1� , ,-'!,' '��"'L, "t i� , I '11 ��1 '��"y�'- ." __""'�' . 0 0- 0 3 13 1)- N ko- 0 ��" �, � '�'�� '.:�"i'p'�k, - � , :: '� I ;" ,�" �-, _ , 11 . ,�""', �'�;1, :', - , , , I 173. J3 I13. i) I N ' . . ". _"_ I __ I , 10 0 0. Q3 *fJ I I C3. I 13. N 'Ci. (' SITE LISHTINS FLAN 000-ON us 0- 0 -13. I 0 . I 13 *0. N "J. , Features & Specifications I�_-",' o,�,-,% Ol Bluetootif IP66 ARRA c@ 0 ci- �)- 1) I -C - WN,vi., I I , Dimmable V"Q`K�'.'111'. USTED 0. 13 I13. 0 I 0- 173 C3 I ci- 13 J. Optical System ' 13 I QJ. C3 Ill). C I Q I 13. C3- (3 I C3. C3 I . Scale: 1"=20' ,,one opt!IG shee1delivers indust - 11 3 'c Ic 1:) N -State-of-the-Art one piece sil�c ry leading " 'O L20 I3. I I) 3, C3 I(.\ '-E 5!H S . " I k13. �) ,,, . ,IP66 rated sealed optical �" C3- fj , '��vi,", -, '.��ft�' ' I I 777= 1�k� I I optical contro I with an integrated gasket to provida 'T7 = R 1.rj��' 0 ft!-'--'!�� (M lmu"'.Ia" e*� 1_71_�!7� J. C�A'� ; �.. �' 'L O' 1 O' 20' 4 1 chamber In I componerit. JR T"%V�A k7;%'k i��§� ,A,�',,,, , -1 0 QJ. fJ Ic 13. C3 fJ. 1) I, I 1 '��71'1 '_ __ "','' ..,- �ee- ''." I C ��_1, i - -,, 1. 11�!" I J. 13 kc I I ' � - --'r"',' *Propnetary silicone refractor optics provide exceptional coverage and �:� Ili �_ C3, �) Ic J. W -, ".'��".'.�","-:� (;WnF4r0EP1"lA1 LED BOLLARD (113131117) E !� ,, �' � - _� J. ,'_'�-�'� 11!�" -I",��_i" �_ uniforlirity in IES Types 2,3.6W,FT arid FTA. Product Dimensions , ""'Z� I '73 I I � -, ':�"�_"'! , . I 'il :,-, �" � I , - . '11;"'�"� ';"_"!_,"""1�"11��"_'"",, '13 0 13 'cj. .and proviies a %, ",,, ,j 'i�. :1""� fk-"�'��'__. ''I, 0 . 1 13 51 30' 0 Silicone optical material does not ye!lcw or crack with agp , , , " -, - -, - I 0- " , �_' 13-112" 11 I " , )'Ziz-':""""-"t'-z:,," I Q3 4C3. �"' ' ' � () . typical light transmittance of 93 i�� , , I'� -�';'A'�,�"T�'��'ik`ik� , , ' " ' " � '.�'�"",4�'_ (342mm� 1 -: �: � ' '� I I , 13. 13 k C3. S BAR SCALE I 1 , 11 ';: I ':':1 ' t-N ' .'�' I '� . 1 "-� I I I , 11 " , '� N4 1 11 I , -Zero uptight. 12. o,77 1'- I "",,I�!''. : �'�'Y�"�� '�'�V�)�' 173. 1) "C3, r, (30, , m) I �11 I " I- 11 ,,, z �"� .11 I �� k � ., , ,, ", ,�1'k t -Available in 5000K,4000K,30103K,arid 2700K color temperatures per ANSI (19nim) I, I I .1"; , Calculation Summary - . - RECEIVED 7 R' i, """, "I'll ", I I�'i",�- Z" - 113. 1 �,"'I I I � "� '' -�"' '4 F (116m) 'i""�Z'�"�"� �t. . . _ ,'��"z '" I 1� at 61011m, I " , i"� I I li�11*"'"�"I", I - - IM i,. Max/Min - 7 'r(61 1 " ,� �' The CBR7 LED Commercial Bollord is an excellent . I Ill 11� , V'1'1�1' ".' 11 CalcType. I Jnots -Avo.-- Max Min Ava L', 11 k�'�, _'��' I �' 0 __ __ 0.0 N.A- ' N.A. , , * -, ,�"�" ':' �' 5.7 " C78,377.Also Available in Phosphor Converted Amber with Peakintansily -"\�_ _ mill _" , .� %� "'"''�A:';'"'\' 0 C3 0- ALL CALC POINTS b.1 4�11 JUL 0 1 2020 � 2 _*� I abel , '� - '__ ',�' I '11'-Z.11-'11"-_"-r' I . "�_ , ,I '!:�'"�''\'�'ii`i�"�� -)o1ce for retrofil, as,well as new constniction I " , r%."� , _ . �v. '� ,, c� Illuminance Er - - I-_ - -V,irlmurn CRI of 70. - , I I 11 '11�'� 0 , ��'� I 1'1':� �Z�"'-' ,!!-',"--"',.""�' �' applications, It is designed with a standard selection I 11111M f '�'"'-' ,"",� � . I- "I �"�� CANOPY ��-i 1.99 I 01 L_____ . "� , ""i ��' :,'1�1 4.17 5.7 , ��V .� 1�,."I I I , ':fi"',: ii�"'�,","", Town- , -Integral Louver(IL)option available.for improved back-light control without � , * I , , inance - Fin , I �, , , � � , ; - -1 , , _ ";';:�� - Southold sacrificing street side performance.See page 5 for more details. -J"'. A Ill: � !�� ';Pk� Z � I ��41"1'1.31 . 1 ' , AT INSIDE OF CURB 0.63 2.9 � � . , IL 0.0 N.A. I N.A. -4 1 . I I I 1i -'.,",'.,�: , '�� "t' I i: ",�: , of distrib(itions &Color temperal-i-ire,s to meet most I 111LIMenancp 31Z .�;I 1-1� 1,� Fin �I�'�' 'i ''!�' �;"1, , � _' _- "� Planning Board .".:, .1'', .! _L','f'�'.!�',, �f - 1\ 1,:, - ,� ,.1 � : , ." �4 � ':�": :'-'��'!� '�;_ - �'�i�,'��" , :*1 � I 1, commercial requirements It is ideal fol retail, parks, - Electrical (795mm) f , k '_"�,,�:"� i ';T��4 . "'J� F i " I 1,I 11 11�1 1,:.�11 'I'll 'ie'�' ,�� t, '�"��' , , � , �" _:��"��' , ,�"",,,, ":' , '. , schools, office buildings and more general lighting Luminaire Schedule -High-performance dd*r features mer-voltage,undpr-voilige,short-circui -_ �?��'_ 1, ,�<'; �1`1 �"t t"!�� "!�"","'!'� it ' " - ' �':�I��"Lij�__' � - - I . '�" , "�,;��:I%,' and over temporal lure protection. .1"P"'��"'� """ � "l -, . " � J', - 91___1 ::::��i ."", � 'i,'�;:',:"'. .11 - - ,I ''I I",, I , �4 _'�' � �"';�':!",,", applications. .Qty_L_abeL Manufacturer Model TEMP DIST COLOR Lurn.Watts LLD LLF LUMENS/FIX,BUG RATING Mount Height , ,�"i"", �' M', "I" -�,;�'�'::' 4011�1��"";_: on - _� _��_� .'' 1, LUMENS -0-10Vdimming(10%-100%)standard. ��;!!"", ", 1�"'""" 4 'i"',1',,", "I" I 'j�'� I'�� '. , , '� i:'� I I "�' " , CANOPY 6 LSI Industries LEGACY I r_ , I i'.�''fi""N' C1 SPL-CRU�-SC-LED-VLW-30, DIMMED 65% 3,000 K TYPE VS WHITE 60.9 1.00 U0-G1 - , ,,I I�',",I 1," CANOPY 14'-6" 18,012 ��23 Pole Drift Pattern 4-�:.-;��":'" 11 I I 1;1 41z �"'' ' - ___ , �, '_� *Standard Universal Voltage(120-277 Vac)Input 50/60 Hz or optional High , _1-1 " '�"' , � '�'�_":;�'� ", '' 1. . " � " ", , 'e!�z� "*"�'!�"�,":,*,!I , - """",,,,,, WALL 1 W1 LSI Industries SLIM PACK WPSLS-01L-30 MTD @ 101 TYPE Ill BRONZE -UO-GO 1180 �""_"' � " .' '� ��" V'' ��" 3,000 K 12.34 1.00 1.00 11 80 B1 Voltage(347-480 Vac). '. '.'�� .,,'�!'� , ". WALL 1 O' e� -�_'� , , I -1 - " ,"'iii.�',"'_ TIMER CONTROLLED SITE LIGHTING Pi LSI Industries MIRADA MRM-LED-07L-SIL-FT-30-70CRI DIMMED 50% 3,000 K TYPE IV BRONZE 53 1.00 0.50 3351 @50% B1-U0-G2 �_ __J 10 POLE - POLE 14' 13,404 -L80 Calculated Life:�400k Hours(See Lumen Maintenance on Page 2) �� I !'� ) FeFftires & Specifications '__ TYPICAL LIGITING FINISH COLOR: BLACK --- -Total harmonic distortion:.<20% 7 I �;", t11QJ"__\ BOLLARD 4 B1 LSI Industries CBR7 CBR7-LED-10l_-PC-LV-30, INTERNAL LOUVERS 3,000 K TYPE VS BRONZE 1.00 1.00 450 BO-U 1-GO WALL 3' 1800 1 �' _,_'__'._. ----- , 17.30 1 1� , "'�v "'I i� - IP65 "_'�' "'* - ,Operating temperature: -40'Cto+50'C(-43*Fto+122'F),42LIu,,iie,7, 11 : ) V@ ftt,fl.S : 4 ! Optical System Dimmade Q (A�"'T_'�"_ ALL FIXTURES ARE TO UTILIZE HOUSE SIDE SHIELDS AND ENTER I 1 1 El LSI Industries I MIRADA I_AD6-l_ED-14l_-30-TR4WW DIMMED 50% 3,000 K ITYPE IV BRONZE 14 1.00 0.50 470@50% B1-U0-G0 I SOFFIT 110, 470 package rated to+4n. I : -Available in two optical distributions,syrnm,--trical and asymmetrical. TO BE AIMED AS TO NOT ILLUMINATE OFF SITE. RAB I RAB GNILED 13YAC 11 B DIMMED 60% . - -Power factor.>.SO -Optically clear vandal-resistant extruded pol its the SIGN 1 9 1 SN 1 3,000 K �TYPE NA I BRONZE- 15.3 1.00 0.40 266060% 131-1-12-130 I SIGN 12' 2,394 -Input power Gtay_3 cori,;tant over Iffe. W'T Md"& -- luminaire's optical chamber to 11365. ycattionate lens se, Product Dimensions I - 01=0 Senor 1 2'H I G H AT PARKI NG AREA POLES,O' H I G H AT LANTE RN POLES FULLY SHIELDED / FULL CUT OFF TYPE FIXTURE IDA"DARK SKY" FIXTURES. TOTAL PROPOSED LUmFNq '37 260 *Field replaceable surge protection device meets a minimum Category C Low "--" I -Available in 6000K,4001K,an �i,w�uK ,olor temperatures.per ANSI __------ TOTALALLOWABLE LUMENS 37,400 ; F11010 ftalrd C73.377.Consuft Factory for oMer coioj temperature requirements. - operation(per ANSPIEEE C62-411 2), k Reoftle 1�tl I I 1=1,I I - 7 11811 -"_ g�'�'p FIXTURE ON LIGHTPOLE BASE . - t � I -High-efficacy LEDs mounted to metal-oore circuit board to marlmize heat I F F-7711"nal internal lotivers available to conceal Me light soil [ISO nitill � dissipation 7.r LCJ z;Al- W (198R)M) I 6X -Minimum CRI of 70.Consult Fac,lory for Higher CRI requirements. -�' " NON SHRINI�GROUT UNDER BASE - I -Components are fully encased in porting materl.74 for moisture resJstance. 0 � 1165nim) T� ,_,(-�;�- -I / n I ' '. 0 key elect�orilo components - I ��==2i-.=Z= Driver complies with FCC standards. riverand ` � I -_ � M::n -_ can easily be accessed. Electrical 4 " N'�_ STUB OUT APPROVED CONDUIT 2"OVER BASE I ,-,-.. -- Bottom View Top View 't� I .1 I 1 :�::; 1� .1'1i"��'_ � 6ric NicoSia -High-performance driver features over-voltage,under voltage,short-circuit . � �__1 �' I, I 1 �_�'1�1 11 11 GROUNDING CONDUCTOR IN PVC CONDUIT 11 I I �� \k, �_ ,; I -1 � . and ovot temperature prol,�ction. � I /I I I . �, - I-I—-.--1.11,I—_;-------i.-�I-A.--__1_-I --1--'e.-'_A-1-_-_ "�_"_ I . i I : '.. ._. t-L-0 W-L.0 -0-10 volt dimming(107G-100%)standard. - : :: ; `&1$T6'7rD AFLHITECT ,50tandard Universal Vothine(120-277 Vac)Input 50160 Hz. Optionall-ligh 4 � " : I :'': : : FINISHED GRADE APPROVED BY ,� � 1. - I'.1 I - , Voltage 347 Vao Input avw'lable. W I '� ,';��'..' " ,I :� -, ,", ! PO Box 879, Rocky Point, N.Y. 1 1 778 , I I 111111 I � r.�']'�""� . �.'� - I I 1 .111. . ':L ��r 7�� ' f �' I I Telephone: (631) 928-4456 . L70 C3,lf,�ulltedl_ife�>147kHours projected f,-25"C per IESNATM-21-11. - ,-" - ! : ::::: : PLANNING BOARD '' 1. L . �_r :Tb!a!!iarm,onic�distf.4on:<20% _� I I -1. I Rev Date:06/17/2020 - �, � --1 -�, ''I E-Mail: architect@optonline.net Approved by resolution of the Town of Southold,New York;on the day of_, I 10 � ��i�: 1i Re-number Condit onr 90pantIngternperature: -40'Cto,+4��l'C(-4n,.�7to+IOAOF) (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS 4 '9 : : ::::: ; TOWN OF SOUTHOLD ev Date: 03/06/20'20 - E SEE BASE BOLT PATTERN AND THREAD EXPOSURE ____ - .Po%ver factor.>.90 4 C* : I i::1 � : Rev Date, 02/,21/2020 -�'Rs D A iic� subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, 9 I I 11 . "'!�- 0 45450 COUNTY ROAD 48 Rev D te:02 1012020 /V Input povieT stays constant over life, E F-_,� ,;?�Nc; Nic., /_'i, ,)�, I = E::::: ------::1 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED DAT _� , 3 2,02-/ Site Liaghting c' �v e , :High-officacy LEDs with integrated circuit board mount to the housing to CONCRETE FOOTINGS I Rev D te.:01/07/2020 'i, e<' 1��'_"_' 11 I , N.Y. as approved, shall void this approval signed this day of maximize hest dissipation and promote long life, I--- - For plaenrung comments k, ' ' "' R Da:e: 6/2 12019 4�_' 4,'&', , I . ,ased in potting material for moisture (4)VERTICAL#5 REBAR @ 18"O.C. R-v Da e: 3/1(8)12019 Z� '�I: _4 Driver components are fully eric 11'_��k k'144 - � " ' ' I I .1 ' ' ' ' ' � i, �' ..� i , � , , .. - ,,,, , 11� - �" 4, , , "'i � " � I , , 11 , I I �1 �' I t ,&A,61�1 1 "I , 'f Z � � , ' '�' I. , Eleimvinate Offi , _: -1 --� 3"MIN CLEARANCE ALL SIDES �L)DQ , T '�'�.'� , resistance,Driver complies vJth FCC standards.Driver and key electronic ceU e , .'f"�'j'l ;: , --- - � * �^V� I * . by components cart easily tiq accessed� � ___L ._, Rev Date 1107/2019 ' , , ' 5ITE LI&I-ITINO FLAN Re Date:12114/2018 '_" 'i Chairman 0 Electrioa!components are mounted on a removable power tray. (6)HORIZONTAL#5 REBAR EQ.SPACED ...--11'..". - . Rev Date:2/03/2018 Sign (11��x 'v-<', , " � - - " - - - - " 3"MIN CLEARANCE ALL SIDES Bike Rack,Fence,&W.Note � 4 Z I Scale: As Shown Rev DateW6/17/2020D ' Rev Date:2/03/2018 Bldg. ' " i . Update,Moved Vac/Air �� I A(S-4 1� - I Secretary I GROUNDING CONDUCTOR IN PVC CONDUIT Rev Date:11/06/2017 . I Proposed Site Plan ____ Job# 17080 By: E. Nicosia I i 4 OF 8 GRADING AND DRAINAGE PLAN KEY • 110 - 190 - EXISTING TOPOGRAPHY X XX.X EXISTING SPOT ELEVATION �; La " A` XX PROPOSED TOPO LINE +:XX-XX PROPOSED SPOT ELEVATION 10 .. r 4 3 PROPOSEDP& BOTTOM OF CURB m � r X38 TC:XX PEI`IFORIC-1 s1 BAS ,} ��y , �, BC:XX TO !rMMvyy �,n��rt,y�.�yy '�W` 2 " TW: XX PROPOSED TOP& BOTTOM OF WALL x 2...m.4� N A.,u...3 [... BW: XX Tf 1, "" F+�r 750 LS t�. •T,... ''�(j .. R �--wr I ^'r IQ"N °JERN�P� ' ® PROPOSED FLOW LINE .•- � PO RL ROOF LEADER 0 �°' P CB/TD CATCH BASIN/TRENCH DRAIN ,t g ;py ayw ,p TC 37.81 Sc 36.87 /BC 36.42 �� TC 36.62 C� �' EA �`�t l�'� ��l�f�� 'A T � M�ti` SIG Re A# \ NC DRAINAGE STRUCTURE «, /4- DRAINAGE POOL CAST I N G ,o z1� •3z �� 42 CAST IRON OPEN GRATE AND FRAME DRY WELL COVER I� q X38 D�Q � P COp� X �,� X,"6 nJ O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER 24 ` 5 �® � gfg1X37.s SI" 3851 37.2 3645 s OPEC#SIO EXIST BOX Cij/ s s�0 Tc°�s (j) cAmc urT H51 I $1 6°31 g2 �� o� ��y sAs �62� TORM WATER DRAINAGE NOTES O Dc c°3'�o X38.0 ��4S OR 3 26 6 DESIGN RAINFALL CRITERIA - " _ 3"/12=(.25') 1t11L I L PR's G `• a� '9e ROOF RUNOFF COEF = A - 3 2 PITCHED ROOF O '� PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS (1) 118 1�t1'fT`�d ` t 3 �'C8 (1) � � N� G r° UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS Xaa X3no SLOPED RUNOFF C. = 0.50 SLOPE AREA tLo 4* °. O� h m °'• `� mop a N CO r-M OR PRECAST STORM DRAIN CAPACITIES Ib . 3 "`x ^��' a5 • 3$ �80 • �w 12'-0" DIA= 100.8 CU.FT/LIN. FT 1,335 .6A,L. STORA.Ot� CO X38.22 INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : "' 060 18" DIA HDPE PITCH 1% MINIMUM. TRAFFIC BEARING X3g5 5 `°� �� X �� ROOF PIPE TO DRAINAGE POOLS 3a N 6" DIA SDR-35 PVC PITCH 1% MINIMUM. PRECAST COVER G �X� X ^� ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING X COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE �J 3a.00• 3828 r c -C 1. CONCRETE SMALL 1A� ` RES:�g1` _ ST MCITH G''853 / \' 37.7g13C BOO o O CF 4000 PSI AT 2 0A FRI0R IC INSTAL LAPON,, e�38. to T 37.8 ° - Z r SIR \NGP 1 � X O O 21 � DESIGN T 1 11` I.3 iiC3 I., Al ,I6 o Lo 1 r EXIST 38.30 �•� � - X36.5 �� Z TORMWATER DRAINAGE CALCULATIONS: (4P 1101 i s3 E.I�s �s GPS TC g0 ` , P-SAR TO BE ASTIR A' 615 CRADI 660. Xaa GONG 38.6 R �� `��ON ° 378pe 36 oogG (n 1 , } , •N4 TO B ASTM , ppq-'186.. �sa*••}y� ,fig * MUST '�^ `��^ 36 G X 6. 4, RFM° ° Co © 5.31 G) DRAINAGE AREA A: NON-ROOF AREAS .,�§„ PRE-CAST CI'''R wP'T. ix;. ,w9� sS.r$tii;t� •wl D,r�9„d' } RI9 S. gG3a 6� �j eG/�N/`Sr/N <Cn�Q0 35.56 (� - CODE AND �C;" �, I "I o_`I R !j m c c / - \ o��m�y� X36.34 v! PERVIOUS AREA 1= 16,160 sq ft X .25 X .25 = 1010 cu ft 6. A� " @ ' „'" aC S i'i I t FLOW O W t#,, .. g {�>.�-5a�� JS yp A q�TURCO A,gg� A�"_g� +�Ay I #••�y{,:��.>t��1� /� ° -� r w°, � I rn o% � PERVIOUS AREA 2= 17,987 s ft X .25 X .25 = 1124 cu ft A 1..+�.P .'Ln+G" 6.x'a..i'•,lik. 3�+ TION..;�r)US 13 N' IL Vil Tai &-,E T++./'YE°a�e gG3 g35 � / •O \ �O LO ��O © I © � q 7. ,PIPE SHALLNOT PENETRATE f BOTTOM OF 4: Dov--. Exs� fn ON< c \ X Z IMPERVIOUS AREA = 25,296 X sq ft X 1.0 X .25 =6,324 cu ft w h \ 36.10 TC 35 g0• r 38.4 ��. o� 06' G 35.60 BC ` X � �.1 ON \ omo< \\ I m O, TOTAL STORAGE REQUIRED = 8,458 cu ft G REQUIRED DEPTH OF '92 DIA. RINGS = 8,458/100.8 = 83.9' MIN. \OG 3A \ A�G�o \ e°sa?a 1 M Pg° SES 2am�'G�m� 0 �E 12' °PN°P ° \ �� \ �� °w\ o 84'/7 POOLS =12' MIN EACH 50%FUUE EOFPUMP °�ESE� \ A. \� 4' \�°� 35 g°gG _X �- PROVIDE (7) 12' DIA. X '12' EFFECTIVE DEPTH PRECAST DRAINAGE _EXPANSIONE°° s ® � o -�� 1 352° RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 37.00 \ EXP' o o mO 31 a°6G GO��MN `w�,/ G y�V 3o,h° 3�3° /" o m�' �h `civ O DRAINAGE AREA R: BUIILDING AND CANOPY ROOFS ILD ALL LEACHING POOLS TO HAVE10o LP fs 6„ "'��• �h�e moa oo^¢� oo + 3770 ggDR ® � ��' ` "o �• < 4 1�!ANH E COVERS TO GRADE 133 0 8Q 35 ooMaw" ROOF= BUILDING: 2,40(0+ CANOPY: 2,520=4,920sq ft X 1.0 X .25 = 1,230 cu ft 1 11N. \ G2 SAN ARY o @11 so o•o' m TOTAL STORAGE REQUIRED = 1,230 cu ft GRAD „ Gl o 5.0' 12.0' ® , m°G GT �`�• Qs 12.0 ® 1a°pt ®34 h• REQUIRED DEPTH OF 12 DIA. RINGS =1,230/100.8 = 12.2 MIN. •- �Zo OS $D Tao R� tiPGM '� ''� / 18"p1A ®34:50 HPE ` e� S Z PROVIDE (1) •12' DIA. X 13' EFFECTIVE DEPTH PRECAST DRAINAGE CIA1r~ 9 8° 8 D R� N 7(-) 2 120 ® ® HPE -` s C RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. ; G n- 12.0' ® DIA 3480 OSO/ cwJ r+ ;, .► .+ r':, s d �„ X38.7 wdo1, FANo�j w<0 w� F\o� ®_ 18�DIA ®3S7 HPE Q u �FC° 0�6 0 �/ • N`: �C v 1° w G� HPE S o S W � ORA1�gpapPyltEf N o N o ( 3S a� TORM DRAINAGE POOL SCHEDULE " p. ! 5 RCP' OF CPP WIN. \ o m Op, _,°, \ -Z, ^ ` _ /1 SO Nk OP�^NINLJ TO I ATC`,'H, f� :E�TtP'? MOON M!!t r"� �'#��=X. \ R� w an C uo \ ? 3j•20 �`� �XRIM EL DIA. F:FF. DEPTHC #.s �s,tr ` in 0 W CASTING USE �^ how 4 U N 38 �/ `3530 ®3500 o I 11-20 LOADING NII \ � � °0 380 3jso I moo H E \ ®i a�s� �+ � c , CONCR TF SLAB PR01d11 E CO NUOUS o 00 � UNLES� OTHERWISE NOTED � PARCINC ON THE 3$0� � o � 3 s��eTc 4� 3500 � , C.I. RATE � OUTSIDE PERIMETERS ��E�• ss°F � o � � � c s OF EACH DRAIN PI"'E � � � Noes .0, A7\. ® � BOO ��' 3 , TYPE 11 PORTLAND CEl�fs�N T 4000 PSI e� � oPos 1G`'1�e°�'o�° nod � • . ��3630 � ��m � w_ + W , ', ' .' R' 12' D*0,-.' \ 10o P� �oR SMSMEr1\ 36@1IM ass50T M _ ctW - R1 36.30 12 13 C.I. GRATE 0 ONES F�OgP 6'S°R/ 36.70 °0@c W X/ NEpTE� X 4 1aw.�IN, DRAINACE RINGS � 36 c 2„RpZIN E 34.9 � r 5111�L1.. ST YTg't"�PPF C 4' TI-I G�oS�RLO CEOTETILE EA,DPiC3't 38., o�w ° a� 3js6 s7• c ^�° oOm GIW o EN 00 C v PHILLIPS PETROLEUM �;;0. � �0 °ec ��° ,� GIW 224• m «y, S 8.t t"�A C '"1-�Y 3'" O ; �i 1010 ^o W X 34.7 , I� 35 W I m L;.A�ING h ,�q� L$ �. / F� 44 -� ('• .. ... OPENING AN APPR�}'U D EL,JA 7 � 2' � 6�° X36.3 3166 RAMPo, 3�0 6G C;OQPt1� GIW 35.2 G° 31 Do ES�\GGRPOE MINIMAL AMOUNT CSF EXCAVATION W o }' ICOpI}LA�Rp By A}CKFILL p�T��g?gg d 1= 36.1 � y "fes MIN. Ai,.S. IH'1CKN"e Swx � CLEAN SAND, OR �3A1'Fla7g43 � X37.1 G W ' � X' X�'X � � X • CONTINU OUS REINFOiRZEMENT \ GIW � X363/X' 66Y12-10 GA. WWM. A'S`S A�-11 5 * ,� \ � ' � 311a CON' FOOTING, �Y°�'°c+e CON'4.TM?'1.E!E (�1.+O 6I�0+, e i� * r` t... a • REOU;RELt ` . ENS-NCE C^".I ti SI --"C`1 f�°aR 6 \ 2' MIN... TO WHEN BACKFILL, IS RE 1IRED 1 3 N , I GROUND 1N�TE� 10'-8", OR 12._8rr 15,610 6 CP \ 1° s' PEN ETRATIt N INTO IX Scale: 1"=20' APPROVE[ BY ACCEPTABLE DRAINAGE. MATERIAL 36.4 x p 0' 10' 20' 40' PLANNING BOARD N S� w E , � I TOWN OF SOUTHOLD 1. MAINTAIN 21x3' SETBACK FROM SANITARY LEACHING POOL. 5' 30' r sts11. IN EXCESS or 9" I�ELt�a'd PAVE�+ET su0- DRAINAGE . MAINTAIN 10 SETBACK TROMI SANITARY SEWER PIPE. ,RADE COMPACTED To Ion AA1HT0 T- 91 S BAR SCALE DATE F.�b• 3 0'2- 3. l RECEIVED 3. MAINTAI ' SCDPW SETBACK REouIRFMENTS FROM ALL UTILITIES, (--- - LEACHING POOL. 4. MAINTAIN 10' SETBACK FROM BUILDING FOUNDATION, t-SCM. WD41% 9" OF PA,J M=NT JUL 0 12020 S. SANITARY RINGS MAY NOT TO BE USM SUEC;RADE COkiPACTED To 951� � (,J 6. ALL PRECAST CO' PATE STRUCT` RES l�U T �� T cA MAVIf_4QV I�E'NS;TY PEP C A�I S AIBP P AINASE FLAN - y E-&� AAf 1Tc T-99 Southold down ACI CODE AND SPECIF'ICAMNS. � Planning Board 7. MINIMUM 26 DAY COMPRESSIVE STRENGTH OF � t�.D, + 2' VAX. I ��.aa$ �?AC}E 400 PSI CONCRETE PRIOR TO INSTALLATION, �S._t r�1>;.1t:; FILL W) 8, .ALL ;STRUCTURES MUST BE MANUFACTURED AT AN ACI CER7FIED 6ric N16061a• r CORRUGATEt? :: POLYETHYLENE lz�C�IST�Iz � AFLHITEGT DRAINACE PIPS I COVES PO Box 879 Rock Point N.Y. 11778 DAr.Kf � ABOVE y SPRINGL1NE TO RD Py r Telephone: (631) 928-4456 V 0 1 " LIF,$ z6Ia RevDate:06/17/2020 E-Mail: architect@optonline.net R Approved by resolution of the Town of Southold,New York;on the day of r, ��,r� �- t. GLASS 1, 1" 111 �:O PAOTg�Fi PACKFI„L VATFRIAL RWV(P;D IN ALL PIP'i PER p� ♦ Re-number Conditions 2C�":ES, PER LISC S f t:NJFIED Vl�: �„y.f"�`S?Fte A'r,.•0.tdS S'e'ZTE49�• ev Date, 03/06/2020 � ?, IF 00"1!.; 0 TRENCH EXCFEUa> �'° TIIE �GTti'TRACTC �'�};� P s�b'I�L Si�;MET111; Rev Date: 0221/2020 �Ap subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, �; } Rev Date:02/10/2020 45450 COUNTY ROAD 48 a1 IIs G 1'3E AND BRACING OR A SHEETING PDX %' ACCORDANCE WITH OSHA FEGI-1.,ATIONS �' t ' E T i T O E u t Site Lighting AS AN ALT_RVAT,L IF PERna.TaED BY T .0 F:Nti�_I , T F TREhtG.. V°1A.La h.AY Rev Date: 01/0712020 .-* SOUTHOLD N.Y. as approved,shall void this approval signed this day of �=~� - - 0A�tLL FLACF'Z) AL�'FRNATEV sE CUT BAcx Tc A �:' S�c'E OR E NArsJRAL ANG;. OF REnoSE FCR T`aE For planning comments 6" LIFTS ON DOTH c•;`1 M 0!" P 0li 1RW04E.`ER IS r5PCEAT,F+, Rev Date: 6/20/2019 �t� a.. ...,.-. LIP T SFtING1_IXtE ELI:V.AT(CY'J , LRIw 'IE I�s TA:.L°:it 1fe1°€•T 1a.[aerj �•I`J;RI'� ,� {}F �*'�4't3 4t�a ^..:+°ti t~Av ' ErIT At AS, Rev Date: 3/18/2019 ' ,. :ss `tea � ..' 3 "^ Zz:_ t, - »C3C11FJC GLASS L 11. C?I� il!) ALL 6ACItfllal !.!JITE$21A,L Ti Cstfio- t{ PT qNE tFE Zi#dt I$� TC) I F �„'i.JtSS I F.�7a iii.. Eliminate Office Use1r u r GR�D11�1G/DRAI1�l�GE/UTILITY �L�i�l by I : #gj Rid E L°3S'k1�A?'.r. f TF1?IAL 1 4, TESTING RZOUIR7-0 PER DISCPETION OF LWANEER CR 1WT-CTG'R, Rev Date: 1/07/2019 s F Chairman E`PlCOIIt*+TERED t r"Al, FYCA r Rev Date:12/14/2018 „ - ` PIPE TRENC E S �� DRAINAGE PIPE TRENCH Rev Date:2/03/2018 Sign Bike Date: .m,0. t0 r e Scale: As Shown Rev Date�06/17/2020 Rev Date:2/0312018 Bldg � Update,Moved Vac/Air ;•°e 1 t„ R °W' ••" Rev Date:11/O6/2017 €,J Job# 17080 By: E. Nicosia 5 OF 8 Secretary }�_... ��.�T�...,<i.o_ Proposed Site Plan HEAVY DUTY AND LOCKING CAST CAST IRONCOVFiRSTOGRADE STMEs SITE DATA IRON COVERS TO GRADE TYPICAL GRADE rfmstilw itali8 rpii 7OOR"ECO R �Po��R OWNER/APPLICANT 8"MIN. H-20 f o� EMPIRE OIL, INC. 8"MIN.TRAFFIC 2'-0"M,4X. BEARING TOP 24" CHIMNEY 24" 2'-6"MAX. 20° 20° - P.O. BOX 547 INLET MIN GT c ,_ BC 36.87 //BC 36.42 .1�`� LAUREL, N.Y. 1948 \ 12' MIN. OUTLET 20 3 20")V",1N �� TC 37.81 EI 3662 Co 61, 61, �G Rg sIG SCTM#: 1000-055-05-2.2 4"DIA.SDR 35 FLOW LINE 18" lx>el�... t 3 -xt -» ADDRESS: 45450 COUNTY ROAD 48 14" TO LEACHING 1Z"A41N N ' CO/� PITCH 1/4"/1'MIN DROP 6"DIA.SDR 35 ibtN.4">nA, 6" ---�" oLrrtEr i 2, \\\� C' TEE PITCH 1/4"/1'MIN 3DR35PVC a,,a•F°rr7A.S-'F:35r111- 8" srVC 1 �i s a O 42 cfl� = 811 PM OR WE OR.BQ10VALMl , � o \ 3 P �� xw LOT AREA= 65,180 SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. IPUIVAUWT rrfC,IMMIN.Vr/1' . ID_ PITG9i8 WN. UOSt3PTICTAt�[ WYE1 91 x� Co� 36`'1 3�z 3s9s, N / es W g '�" OR SEWER MAIN) " •d°• -'�'3 EXIST 0� o BoX �UT�� 36 es 'o T1900 SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY o a -BAFFLE ALTERNATE B 0C 31 9 0 °5� 32fTy As s�2° NATHAN TAFT CORWIN III, LAND SURVEYOR. :D LUWALL 5'LIQUID � R D Co DEPTH l .I EAN OUT DETAIL_ ��+ 1C31 x38.0 g�+.SQ0OQ 6 6. MONoLrnu.J cc �G�• .31 8� �' ��o FLOOD ZONE: ZONE XELEVATIONS ARE E NO BASE FRENCED OLOOD ED. 1988 LEVATIONS DETERMINED + 12"NUN. 1' ` � AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. f J� x37.70 v� 4.,►art. �My ! I G X re UU ♦ / s c M� ._ 8'-0"DIA I l 4 1i MAX 00 r- - 3� J � 1X SEPTIC TANK -ETAIL GRE_A_SE TRAP DETAIL ��} ��`' 38. 38.0 3� SANITARY SYSTEM DESIGN DATA: NOT TO SCALE x ^� 385 y �;a SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR). Nf1TT(1 R�:GI F �m / N M CO • x38.22 MCO / "' o EXISTING REPORTED WATER SUPPLY WELL TO BE LOCATED & PROPERLY ABANDONED. HEAVY DUTY&LOCKING CAST 3�05 m � x> EXISTING SANITARY SYSTEM TO BE LOCATED AND PROPERLY ABANDONED BY REMOVAL. ELEV:37.70' IRON COVERS TO GRADE TYPICAL GRADE NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300'. 2'MAX. 2'-6"MAX gCg1 3g 2p' /x� 3 U ,�� m • 20"MIN. 3s hoo \ �1 NO KNOWN WELLS WITHIN 150'. CHIMNEY o0r0`Q`� 6 DIA.SDR 35 I� N 6l6 v� 38.00• 37.28 Tc ° o a 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 LOCATED 0.30 PITCH 1/4"/1'MIN AASHTO H-•208"MIN. �c 3g5s �88c o m _ _ ? 0 MILES SOUTH WEST OF SITE. HIGHEST EXPECTED GROUNDWATER 32.5' BELOW GRADE TRAFFIC 13EARING io c oP1� I T x37.6 oho - ` - / ass C (ELEV 5.0') PRECAST TOPS i�l \Nos , r EXIST 3830 ^moo. 50\c / x INLET No. / FtEI �9�s �oPN 3 .80 rC 36 Op 6G Z _� Go 36.s NptONE ��O 10 B 36 / o HIGHEST EXPECTED GROUND WATER: 32.5' BELOW GRADE. 3"MIN / ' coN �. RFy s.31 IE 32.641 a96 x s.o e��oFkiSr. foo 3S.S6 Oo N j065 J��' � % �N�,,` � 0�2o(� W ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. \ ""N \ x36.34 i �! 1.496 ACRES X 600 GPD = 897.6 GPD MAXIMUM ALLOWABLE DENSITY LOAD ` LOP) - I 0 o � �-� �i W� � \ 1 .O \ 02<n�m0 r I 0 , 00� o V t 369a © 1 m (Tl PROPOSED GROSS FLOOR& USE AREAS: Z a p �w �o} �Q pN� Zc� \\ 36.10 TC l x �I 35.a0' C GAS PUMPS: N "gNITARY DESIGN FLOW. 0 o G x m�\p5', 0209 \ 35.60 BC / 1 LU 36.4 rr1 PERFORATED REINFORCED o iv G ~ U� \ 0 GG \ 1 „ PRECAST DRAINAGE RINGS = m \O \ m2 \ 70 a M I Ps°�� s�� 2a3 ��cv`� ONE SQFT BUILDING, CONVENIENCE STORE: PN°P o\� .\ ONE STORY BUILDING, NO BASEMENT. QOMQ \EsE` p y� � (,� $p\G o USE DESIGN FLOW RATES: 3'MIN, EXPANSIONS °E°� i ° ® / \�2 `� / 352p6G - w 0.03 GPD/SQFT. FOR CONVENIENCE STORE DENSITY LOAD. COLLAR \ 37'00 E° MNS . ' \N ws� 0 3 v N O 0.02 GPD/SQFT. FOR CONVENIENCE STORE GRAY LOAD. "DIA. _ 16'-6"ABOVE \ ErXP I� �V v• $°CG Lv \ i rJ r 6"MIN.PENETRATION INTO VIRGIN HIGHEST \ m o V 37 0 0 3� 06C O G° ` '"' SVG ` V cwn 0.05 GPD/SQFT. TOTAL HYDRAULIC LOAD. STRATA OF SAND AND GRAVEL EXPECTED C ` $' 6 2hoo oh a G BACKFILL MATERIAL TO GROUND WATER 10� LP13770 1R6" ® � : N. �` o N o"o �`� �� PROPOSED DENSITY LOAD: 2,400 SQFT X 0.03 GPD/SQFT= BE SAND AND GRAVEL GROUND WATER 133 c 6Q SA 13�ARY °° ��"s �" - m� 72 GPD. PROPOSED DENSITY LOAD IS LESS THAN 897.6 ALLOWABLE FLOW. MAX GND WATER(-32.5') EL:5.0' a m S STEM \ oR35 Q OQ z 10.0' :1: ' / 01 6»s i' 12.0' ® � LEACH I N G POOL DETAIL / ®� X11 °I Rl PROPOSED GRAY WATER LOAD: 2,400 SQFT X 0.02 GPD/SQFT =48 GPD. NOT TO SCALE �o 5.0' ro ` i QS 12.0' �7, ®3q h' ' �� <20 OST so e 51 780 o R� X02 f��PVM �9� 120' �® ® '� �i�%4 so HPE e �os\� C DESIGN SEWAGE FLOW(HYDRAULIC LOAD) : 72 +48 =120 GPD TOTAL ® HPE 80 oo ro, o m GREASE TRAP1: GRAY WATER FLOW: c o. 12.0' ® qR DIB 4. S O w X wN No� w� _ -� 1$-D 3S7S F �o A e° 2,400 SQFT X 0.02 GPD/SQFT=48 GPD a..4 ....x e .a..�.,. '� a' O ' - , , C, � , 6 �It1 �,�. _, 5 �� ®jSSOHPE ; y" 'o = a �� S SCDHS MINIMUM ALLOWABLE GREASE TRAP = 1 500 GALLONS = r \ M z >, " ��t,x,� �a.;,:• _ 37.20 yOF � PROVIDEDIA X 5 LIQUID DEPTH GREASE TRAP. :• 1 . •3.t. .=Dae,�.;a A �r s�c�, _--' (1) 8' 1 , �$arwa £.gt.Y" :`rm;a tre w :X » $rtt. I) ® l eco w � n0 2 • : . :"V . �:L. o I:3*t ,, � : Y L l ) u 0 • -. w w w ,. t .=t O N � © _ -� ago 0 353 GPD HYDRAULIC + 48 GPD GRAY WATER = 120 GPD. ` \�® ° ®3soo � g '� SEPTIC TANK1• gg ; o s °' 1 1� 72 P r%'(? a.• . P4a, ) ;.. a 2 O 0 3 0 c° - \ G� / �� 1 H E ®� A"N, �+ PROVIDE 2X DAILY HYDRAULIC FLOW= 2'X120= 240 GPD. a5."t ,� c 2 (1��0 o �� 3g0 '\0 ` o o x 171(AI ;u�� # Y� ,e 1,: ,,3�» 1 N 1 o 4,545 ty 48 0u hold, NY G) � °° � d / � S �1 8182111 0�, c �° p0 r SCDHS 1200 GALLON MINIMUM ALL SEPTIC TANK m y J•g8- sQF� / 3 35 ....................._..�.......1..�._._amm._.. �__,.._......._.___....x.....__�__W._ .. ,.n-... _�____....... � O O� \ ESE o � � E V348 PROVIDE DIA. x 4' LIQUID DEPTH SEPTIC TANK E (1) 8' _.. a, .- T��r NR35S .F�°°� aop rl GFtPo� \� ® A`'o .t .t .t..� "a ' - - -C1 goo 02 NG oN G 36 m ea LEACHING POOL1: _. O oo °QOs JEN\g�P6 v\VON ® �+ W 3 sso , _ PROVIDE FOR 1 DAY MIN. HYDRAULIC LOAD = 120 GPD TO M E g5 @ 600 TC x C I W ' �? G C� °N�spOF�Ps�M so� 3s.�o ec / HEPjED w 120 GPD/1.5 GAL/SF/DAY= 80 SQFT LEACHING AREA REQ. ; WELL L DE.'�`:t 11,S � r �o N°� 6 c, � 6 ° 11 RPZIN - �9 I p SCDHS MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT p USING 8 DIA. POOLS = 300/25 SQFT/V.F.=12 MINIMUM LIQUID DEPTH aeO/�(� 6 c t 2 °SUR w Q G !i I" 38.1 L O V t C I W ENG 1 1 NO F7. 3j ,oho t U v cwn p 1 1 Cts G� n -G 3jss c o' o0o w o v PROVIDE: ONE 8 DIA. x 12 LIQUID DEPTH LEACHING POOL. t a , ELEV: 37.5 p Q°° oec ^.h w cl ISM01 TNIT:SI 1 N r' , \N h BOR G I m FT � Z Z \ a 35 a �-1 v36pt x34.7 44� � � FUTURE 50% EXPANSION 1. (NOT CONSTRUCTED) (120 X.5 = 60 GPD) Pre Cl aC I a _ Q c 2 R� �G 6'so �G x36.3 w =+ (300 SF MIN) 8' DIA. POOL= 300/25 SQFT/W.F.=8' X12' MIN. E.D. Hand huge ' �G 3136.2 66 Gp�p. ��t7 355 6G oQA1�� '' ciW 35.2 ANITARY STRUCTURE SCHEDULE \ 3 CIN ER PINE # INVERT INV. OUT TOP RTM c VJ PS w N 1 E p T D r Tarr,J71pd,,z rtrJ,It35s 6011 BO 21NG7 \ w /ES0Et0'N C,RA N ' 1 28.40 no Petro Odom,tai} � � ELEV 37.5± � ' G I 2 q,NtN , 4 37.70 33.30 32.80 ' 28.80 �: y ;jx at� j y � c.o clw 0' 10' 20' 40' 1 »+t.a`�. Lkc ht br`t n,1, #t�b.rid,5•rghtyftsrl7 .. ".'.'»:a.'.:. yy}ryq icy Yv ,•q Y ... 1Y1G15t .. ... / x 1 1 36.1 1 ' _ _ cIW nJ w E EX1 FUTURE EXP 300 SQFT 8 12 37.80 32.50 N/A 35.30 20.25 x37.1 ' *• ° tJ1°ra ,� log ,w 36.2 5 30 TOP OF TANK SLAB r.03 P. 1.. _ W �± ars �, 0 � RLY BOTTOM OF TANK INTERIOR o Petro odors,dry ,. � RAS � �� ORME g BAR SCALE 3 WOR E FF�GE NO EMP O tan, � sand; iw 3 R IP G P Pied a u �.� �� REs� MME 1N�ATEi�/5,�1� I TAY f'tL,�l� =:8 : il",Metro ndoridry � �' � RO- FIGO Scale: 1"=20' 20' - tin,ileo sand;logs � 1. � � � o p6 no petro odors,dry ' GRADING AND DRAINAGE PLAN KEY ^»�rl 36.4 tart;lr1ad sand;tobse .0 8� SP - 190 - EXISTING TOPOGRAPHY no pro odors,dry X XX.X EXISTING SPOT ELEVATION tan,rrFedor ; log<" . .. .._,. . . .. _ r - XX - PROPOSED TOPO LINE O.fJ 6.J ,p , no petro odors,drys +: XX-XX PROPOSED SPOT ELEVATION m°et"•�1' »le,•» k't n.-_�.«n....««.. w..ww.-.a»+v..---..-........v...,_._.i_.......-- ..ue...,..x ..».w»»... +.w- $ViT4`Ma.•a;v,'R'••••• m° x •✓!'� ,.. a.. .F�.... .,�e..n.,,.... ..,,r. ... .- ... ,.E<.�+�J�..+�.• ,..h.t7 ... 1,.,a�....,..,.+.. .a ...�,.x�.�,.. ....�,w .:. i...�,.-�....a.._.e...� :§'.. ;_ x TC:XX PROPOSED TOP& BOTTOM OF CURB OX X � BC:xx APPROVED ��' "St�Pg1;need/wars:~,,ran 1;lose � I � . ELEV/: 1.5 0�� m w »} » no pet#o Or@i 1 v? O TW: XX PROPOSED TOP& BOTTOM OF WALL .a.:R .,_� __ ._w _:_ . _ U) PLANNING BOARD n___.._w_. _,__.,.n._.__._.--�n..._.,_.....nn �. ..__ �_� n..._ `f0 U w J N, PROPOSED FLOW LINE t t : Q W � U- 6 W TOWN OF SOUTHOLD ((I ctJarod;tOrlstt s sit/illar t each tr(trillg' � U) Q F- o ry RL ROOF LEADER .. . .,... CLEAN OUT--_ O Z 00 z = O U) LO U) CB/TD CATCH BASIN/TRENCH DRAIN DATE � » 20�� RECEIVED z _ = CLEAN OUT Oz z -Ill- (\i _ Z mm _. SLAB w U O V IL w U L� _ ED 2A# DRAINAGE STRUCTURE \ I----- - - -- -----1---------------L-- . _. EL:38.0 �- O O SLAB o O � � O JUL 01 2020 ��'�Jt_. RE: .�6nO �� EL:38.0 CIO �� ,`� ® CAST IRON OPEN GRATE AND FRAME DRY WELL COVER Southold__o�vn tM »I'I OD: Direct PLISh � ;E DIAN x 251 t 1 x� X O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER Planning Board OP:35.3 OP:3 .2 OP.35.2' 2.5' MAX -� 1 -- I--- - APPROVAL STAMP I;3C}I�II''�(iCOMPANY: E ) R .1OH: /2 I.E. OUT:34.0 0 GREAS o _ SEPTIC o SERTIC TOP:35.2 TOP:35.3 CY) o I.E. OUT:34.0 co o BORING ENCOUNTERED GROUND WATER AT 36' BELOW GRADE (ELEV: 1.5') 2' OF 4"CAST IRON ('? TRAP1 M 6ric Nicosia M TA K1 M TA K 1 �i N EXP1 0° W 8 X 5 LIQUID M 8'X 4' L.(QUID 1 11 M L P 1 N Q , EI8 DIA 4 LIQUID . . C'7 PITCH 1/4 /FT. - W DE TH 2 OF 4 CAST IRON W DE TH W �'? 8' DIA 12' oJ� ', tZ�fa1ST�R�D R►ZG1i1T6GT HIGHEST EXPECTED GROUNDWATER 32.5 BELOW GRADE (ELEV 5.0) 2' MIN PAST o W PITCH 1/4 /FT. - W w_ , � 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 TANK LIQUID PO FOUNDATION � TANK 2' MIN PAST TANK o DEPTH ; SITE 879, Rocky Point, N.Y. 778 Box Y 1 LOCATED 0.30 MILES SOUTH WEST OF SITE BASE.28.40 BASE:28.80' FOUNDATION 8' DIA 12' I s Telephone: (631) 928-4456 BASE:28.80 LIQUID ( 50p/o EXPANSION °� E-Mail: architect@optonline.net Approved by resolution of the Town of Southold,New York;on the day of BOTTCM OF POOL AT ELEV: C Q CN Renumb rCoRev nditions GREASE TRAP PROFILE : DEPTH NOT;CONSTRU TEI Z evDate 03/06/2020 subject to all requirements and conditions of said resolution.Any change,erasure, modification or revision of this plan, 20.30' (16'BELOW GRADE) O Rev Date: 0221/2020 `" ' 45450 COUNTY ROAD 48 L--- --J E t G Rev Date: 02/10/2020 Mf HICHESTEXPECTED BTM:20.39 BTM:20.25 Zo Site Lighting � 1� d CC3 f� NOT TO SCALE GROUNDWATER ELEV-5.0' -------------------- u) ' Rev Date 01/07/2020 s N.Y. as approved,shall void this approval signed this day of ¢ SOUTHOLD For planning comments x a j''mr (32.i BELOW GRADE) P� �G Rev Date: 6/20/2019 .,.•; =15.39'SEPARATION �� !n Rev Date: 3/18/2019 $ mkA•,-�•,•� Rev Date Office Use I \TSI / SANITARY I=L�'eN \o Rev Date: 1/07/2019 •-v- b Rev Date:12/14/2018 y SANITARY SYSTEM PROFILE :] Chairman Rev Date:2o3/zo,BSign Bike Rack,Fence,S.W.Note • Rev Date.2/03/2018 Bldg. 't• Scale: As Shown Rev Date 06/17/2020 G_6 NOT TO SCALE KEY MAP Air N.T.S. Re Date: 6/2017 Secretary PosedS'ROPla Job# 17080 By: E. Nicosia 6 OF 8 "NO PARKING" "HANDICAP WALL SIGN PARKING ONLY" SIGN(TYR) (SEE DETAIL) STAPLE ON ROK FACE PARKING � CONC. CURB U HANDICAP PARKING SIGN P4-6(12"x18") = N INTERNATIONAL LL ROK BLUE SYMBOL FOR CONTINUOUS"U"CHANNEL METAL POST SUPPORT ROD HANDICAP m AS MANUFACTURED BY EASTERN METAL SID OF ELMIRA OF APPROVED EQUAL /— (TYP.) SID NOTE FLARE 0 , W 8"0(SCH-80)STEEL PIPE, CONC. FILLED " d SEE BOLLARD DETAIL 257. MAX. AT CURB LINE SUPPORT ROD ANCHOR - ( ) � TNG HASP � o .r�=-�:��I*�� #�I�TH SIDES) LOCK o ' DETAILED BELOW) � " LLI � PAINTED HANDICAP BLUE ( ~ � GRADE 2 PAVEMENT(SEE DETAIL) W .` —0'f21 .9 -D _09 -09 13„ FFER ZONE ANCHOR HINGE BACKFLOW VALVE NOT TO SCALE INSIDE ROCK M 4 M RAW, 4,000 P.S.I. CONCRETE HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE Model# LR021067043 InsideWidth 21 4"WIDE I ATIONAL InsidleLength 67 2 WAY DRIVE AISLE BLUE STRIPE (TYP.) HANDICAP PARKING SIGN InsideHeight 43 PER PLAN 8"WIDE INTERNATIONAL BLUE NOT TO SCALE 502.6 Identification.Parking space identification signs shall include the ShippingWeight 325# STRIPE AT 45° 5' O.C. (TYP.) International Symbol of Accessibility complying with 703.7.2.1.Signs OPTION A: FLARED CONCRETE PadSize 90 x 40 identifying van parking spaces shall contain the designation"van accessible"Signs shall be 60 inches(1525 mm)minimum above the PARKING AREA STRIPING AND s, finish floor or ground surface measured to the bottom of the sign. NOTES: ALIGNMENT DETAIL A �, B I 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, 502.3 Access Aisle. Access aisles serving parking INSIDE ENCLOSURES REQUIRING HEAT. MOUNT AT LEAST 6"ABOVE ANY spaces shall comply with 502.3. Access aisles shall + + + TkU+cAMP i10W 0nae"sirs WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE adjoin an accessib/eroute. Two parking spaces shall be °'A lu11 I)"' "Ax•�I, t,. A 1,6' 2,4• ACCESS SIDE - OR - PER LOCAL CODE. permitted to share a common access aisle. HANDICAPM=oAMWs, — — e a6s ,.• 2. POUR A FULL CONCRETE PAD 4" THICK AROUND VALVE,ALLOWING A �i a MINIMUM 1" RADIAL SPACE BETWEEN VALVE RISERS AND PAD. FLAW LVI ,m HOTROK IS CONSTRUCTED ENTIRELY OF POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) WITH EXTERNAL FINISHES OF ISOPHTHALIC P scm E4 GELCOAT. M ECTANX YARNING SURFACE 4I)tr5) "i.., TRUNCATO ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED 3V1. PAVEMENT MARKING PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. R3.2 No Left Tum ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE AG•- ,ice F-7 I LIM NATIONAL MUTCD AND NYS SUPPLEMENT. SIGN AT ROUTE 48 EXIT ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES NO SCALE CURB RAMP NOTES: CONCRETE PAVEMENT: 5" THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0". AIR-ENTRAINED POURED EXPANSION JOINTS 20' O.C. PARKING & UNDER CANOPY PAVEMENT : CONCRETE SIDEWALK WITH 6X6 THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM NO SIDE WALK TIP-UP SECTION tTYPJ—� 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' O.C. (PREFERRED)AND 1:12 (8.33%) MAXIMUM. ✓ �` )FAX, SLOPE 25.1. 5" THICK 4,000 PSI @ 28 DAY TEST AIR ENTRAINED WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP (SEE N07E �.-'` yy POURED CONCRETE WITH 6X6 2.0X2.0 WELDED WIRE a LENGTH IS THE LENGTh , ._CESSARY TO MEET THE EXISTING SIDEWALK. IT IS CUT EXISTING t3RWCONCRETE DRNEWAYS LT ° Rf ? MESH ON 6" STABILIZED BASE OF 3/4" STONE BLEND OR 8" THICK STABILIZED NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". CRUSHED CONCRETE. EXPANSION JOINTS @ 20' 0.C. GRANULAR MATERIAL ,r r, LAYOUT POINT s�Ffy4 AND CONTROL JOINTS @ 4' O.C..CONFORM TO ACI 318 THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT REQUIREMENTS. PREPARED SUBGRADE — TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE ILI tSEE NOTE 22) , , 1 1 WARPED TO MEET STREET OR HIGHWAY GRADE. �t1OVER FUEL TANK PAVEMENT : APPROVED By THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, `�. � ...� E� REINFORCED CONCRETE SLAB TO CONFORM TO SCDHS Scale: 3/4"=V-0" SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR �` APPROVED TANK INSTALLATION DRAWINGS AND PLANNING BOARD TO THE DIRECTION OF THE RAMP RUN. SIDE WALK DETAIL TOWN O� SOl1THO6"D RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SPECIFICATIONS. PITCH AWAY FROM ALL MANHOLES. TO SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). s rF F LAYOUT POINT— ,,� ��;�d�� ` > cCMNER ANGLE IN �� ` ,� �,��a 1-1/2" APPROVED WEARING COURSE ON 2-1/2" DATE Feb , r� WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, DENSE BINDER COURSE ON 6 STABILIZED BASE (� FLARED SIDES WITH A SLOPE OF 10% MAXIMUM MEASURED PARALLEL TO `� ,- r ��'-"y OF 3/4" STONE BLEND OR CRUSHED CONCRETE ' NO SIDE WALK X � �p�o;r � � THE CURB LINE, SHALL BE PROVIDED. ON PREPARED SUB GRADE THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM 11 211 8" rtiEXPANSION JOINT EXPANSION JOINT ,r 1" R 1" R _ LANDING NOTES: TYPE 3 DRIVEWAY ENTRANCE. - ° - N a ° LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" FORRESIDENTIAL ORCO�d��fiCI'? i}tiREWAYS M URDAN AREAS ° EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 4. �� t�tQa��;, IY POSTED S�FEDS OP 5 iT!�'H LESS =� ° ° i? °° a IO \tTAPPER �`� � ' ITi 5;�� , ,,, ° ` C .. r �uE� THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 1„ G NOTE: SEE (AFER MLTWO OF LAYOUT' NOTES ON SHEEP i ° a ° 2% MAXIMUM. RECEIVED 4,00 PSI @ 28 DAYS 4,00 PSI @ 28 DAYS AIR- JUL 0 12020 PROVIDE EXPANSION 8tr AIR-ENTRAINED PROVIDE EXPANSION g,r ENTRAINED POURED I JOINTS 20' 0.C. POURED CONCRETE JOINTS 20' O.C. CONCRETE CURB 5 kola–e own Planning Board MOUNTABLE CURB CURB / PAVEMENT DETAIL Scale: 3/4"=1'-0" - "' Scale: 3/4"=1'-0" ALL CURB RAMPS, SIDEWALKGRADES AND CROSS GRADES TO CONFORM TO: �GIISTv LD AFL" p � iiITEGT IZ 1� 1� FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE PO Box 879, Rocky Point, N.Y. 11778 REFERENCE STANDARDS ICC/ANSI Al 17.1 Telephone: (631) 928-4456 Approved by resolution of the Town of Southold,New York;on the day of E-Mail: architect@optonline.net Rev Date:06117/2020 TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. evDatebe3106/2 20 ev Date:03/06/2020 � ++? subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. Rev Date: 02/21/2020 ; 45450 COUNTY ROAD 48 Rev Date:02/1012020 „ Site LightingRev Data: 002020 as approved,shall void this approval signed)this day of cmm nts ` r s SOUTHOLD, N.Y. IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW ANY BASE For planningo Rev Date: 6/20/2019 , , COURSE, IT SHALL BE REMOVED AND REPLACED WITH ADDITIONAL Rev Date: 3/16/2019 " t Eliminate Office Use gs, b BANK-RUN MATERIAL FOR A TOTAL COMPACTED DEPTH OF 12 INCHES. Rev Date: 1/07/2019 SITE DETAILS y Rev Date:12/14/2018 .r Cs Chairman BANK-RUN MATERIAL SHALL CONTAIN A MINIMUM OF 15% GRAVEL. Rev Date 2/031201 Bike ate:ack 03/201 Bldg. Scale: As Shown Rev Dateti06/17/2020 G_'r Secreta Rev Date:Moved 018 Bldg. Update,Moved Vac/Air Rev Date:11/06/2017 Job# 17080 By: E. Nicosia 7 OF 8 Secretary Proposed Site Plan X 31 g3 50' BUT TENT / T ON SITE SILT FENCING 01 P - f o BC 36.87 /gC 36.42 TC 37.81 SIG TC 36.62 00 G `,� C DNC U� O x381 \ 3 n / Pp -TRAFFA 42 / '�� `�G� ,�,�:91 x37.9 LL S, 3 7. /N / x�m !� W •Q� Q~ Q 150 / EXIST ��O BOX CII/C/� X646290 LLI vg 031 g2 x38.0 \5� 0 3 2 2 GENERAL EROSION CONTROL NOTES: o 1+ 6. A� W FZ ,�90°e 1. I� SIS ti 7 �, �,' W PFZ G' 3� , TIN> 47*C:'T`A1`Vr N T'4) fY.t','„hiAIN 4•#{Al-1_ P .TI ATF<_T"CY�' fr''t' O I-_ .12 nQ ;� °� IH5TALLATi N or rCflSTiel_.'r•Tioii rrNfst OR OTHr-R APPRO-Vt» W-4,145 O 0 .ANP HALL r�- 1 r _AIN UNDISTURtZP. n- a X383A �� U X37.70 - CIJARIN:- AfiiAIx t1NI1 ICYALL � l�C ' T MIfi,1F11L �Ao 't 00 yo+ �� THE TONT OF D=X1'0*aC1? AREAS AND THE J_EN Tti or TIME THAT .ATLAS CONSTRUCTION!ENTRANCE-FOUNDATION OF COMPACTED 00� 3 "APL 'tW 5rD. OI�:�t�.W AND �T II�fi'')�`L�_ , ,4�5 -H�4LL. t5C J.;LrT 3/4"STONE BLEND OR N.Y.STATE D.O.T.A"PROVED R.C.A. M 3 'A T"!V`811-1ZLD TW, THEWE 01'7 -1-rt�t�,, RARY e-ZED1145 AS, Rt�+�1.�1'ITM Ut . FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. ��k h 3$ 38.0 3 f}1 i 111` 1 I' t=i- l{ IN Rt ll:C 1 111 %1L _ h{�1 l fl ld v x wS ��w est=1 '�I t t�I:;::0M I7-N PATI 5. IN AREA:.a 1,44FRF 5011_ VI5TM'T5A1,r_ 1�,�'+5 'TiMMPOR RI I-"Y' OR F MANLNTj_T• �lrA 5EDJ "t`l �'1�" RAR"11' .t�+f�iC7..��st��.. SILT FENCING tO� � �`' F X38.22 i'�t�.>~AWNT a IL ST,AuILI ATI.,N r IZ-,-N FIH5 5F ALL et- 1145TALI-t-131 PLAN VIEW a59 . 3 �`'� 36.5 o Ater, Ifi iPLfy11I=1wr1 CD Darn 1 IN 5L`II eAy . 9 X 2 X / N�^ro n , THE1.117111"H A ST1 1:F�f{f � ' f" (,V ARI:tP a L t='fi S#-t.�W r-1, "1111Ml.�E11 TO Fr-P Wit_ �FLN::.FF '�I-O�.Il`1t5. F i-t" H. J I- t I'' 1 RDf 17 TOP SOIL ,AF't:A`r' rROR CI_�AR1_L7 �0FIE5. e9 0+ �x� x ^o V g STOCKPILE 8033832 3$;Z 3810 O AREA i .e; .- ,r. > -a {_ Sat- IM.NT SMALL Dr 1�t��I�l'',ry oN Vr_ 5111, A.Nr' Nor t�..RHITTED To F:NT FR ADJA-U:NT PR,'~ IT-FTIP5 OR KPA-lam f tp OR VRAI NA!M7 EXISTI \ 3a.00• a.2g T �Ge .w x 5°t T1`F�1 It 9tNT BARMIFF.5 5ID a O 3 EN L L I' iNT, L 1 i r'�j_ N q Tl i� t iF�11T 38°e p A sj•�a C v s\\ Q r 171 TLT �?°�W 1� F"F?I. T� TIS aTr� T r TF r-, atd t No �t I'ALL NG CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED gG 3g 53 eC RN Az __ z O B HAINTA IN['_r� LNTIL THL �•ITC.H,4 i LL`N f L NIANENTLY » _rAI3ILI,--P. GRADE 3/4"STONE°BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. �° / x37.6 PAPP \ON o0 0 - EXIST M vG �'°„"� /\• c 36.5 -G FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. 3g (E (R GE M o' \G X ( _ T 1 -TI t'a Ct{TWAIW.t {+ .I- - MAI`NTAJN l� T' FILTER CLOTH UNDERLAYMENT SILT FENCING GANG / 366 O 3�.p 8 C CO WgSHOBTE M 365�p6C' z 5. A �C N1!,II._JZT:V ��F'*� - " '" � � � ' qRF ur 36 / I'Rt 'INT 5^IL .AhII7 I t�C Gf=11RI5 t-R.0M E-lalNr_'. T ASAI'= ONTO L .AL X38.0 4) ° 5.31 G),n VdOAD . THt-: NSTi MT10N r-14rR•"�W-t- f: L " h1��+If�tTAlltra tNTIL Ttllw N�pp 33.56 W 5ITr HAS DL EN 1"t,RM,�NUNT'L 1"' 51*ARIL I.�T P, CROSS SECTION �/ / ' . X36.34 - >Am RLNor-r 54IAa eIr REJAINCD 01`4-1ITE IN A -_'oRDAN!E HIII't FLOW \ 131MOH � T1 3 I" 4�TEMPORARY CONSTRUCTION ENTRANCE ITL AAL L WN � HPW1 _ Z 4Sdw Or API'RV:1RIAfU INL rT PIR7:17�-T°ION, tiOWStT�DI' t.TIUNI NOTES SCALE: NTS 36.4 n� ® _-� X� \\ O '\ \ \\ 35.60 BC x 36.10 TC '35.8o+ C "7_ 'TF•t r I :il"dENc"a h�I:i-NNIL-a "�`fAI-i- EC L=��G� T:?: ,.�F�tTF;0..�1. t7L.�T �LRIN^.a �<° \ O \ \ ) m o W_,TF9.).TIoNI A. V4ATLR-^170r4N CC AANY5, 5T0-,k` "ILr5 A10 I. STOW 51 VW x'TTCANM,crR A r M.v4rP v N A 511,46L ktu51ALENT. o \ \ \ \ MICII; T`� La.O,,' INC-C. 1,IMIT r, - ITr 'WHlC 11:A+: S�tTI P5- To 2 LEN6TN•Nfyr LE55 THAN rCJ r- r(fvAtCr'�T ON A 5I116L,E 1r2C51GCNGE`Ltrr'1�&IEa�.E A.Fel h •tor MINIMUM LATH M"AmPLY). ro \ ' \ \ \ wfi Thi: •. f"' t f'L Y C% R T L�.F g A I .TIt�!7 t �I" M'+T h'I J°Jt� S THIGKFiE S-NOT L�55 THAN b". e_�11n :�TFZ.4e1TI.0N D EF1911 7. 4, A10114 5 C>C.12'MINIMUM DVr NOT LV56 THAN THE FULL wIOTH AT POINTS Mrf 11"LlmL'55 or, � \ - � \\ °W� � � o 0 5. FiLTER CLOTH-INILL 5E FLAZED OVER THE ENTIRE-ATMA PRIOR TO FLACIN5 Or-5TONP. O \ \�� "s �� 35$p6G -x Xr �. � I71I 11 W 5:,t►,f Rlr_RS APIr OTHIA;� ION GORTROL Hr,' S111IZfa5 `5HAi_L 6, SURFACE YiATL�-ALL SURPAGE RATER FLOY4145 OR D!Y£RRTED TOWARA CONSTP14=014 ® + 37.00 I 3 ' -I=f�IAIN IN Fi.. L Lt{T°Il 101 -AND 5 5HA{1 'FiPED ACA055 TII ENMANCE.Jr P1FIN6 15 IMPRACTICAL,A r- G G \ � V N ANt� t�I Ti.1'�l dl.t� A A,,!D �"'�f°:I I`C:F�:1''tr"�+NrNt1,Y MOUNTABLE 15Ef�Mf wITH s:l SLpf'E5 YQILL Pe PERMITTED. \ 8 G v - ° Q 5T�'+lall_l"I-I.�, rflat-e�l'`iIN F`'I'FMA14k-VT" !,TAP-IL-IZAT-ION, PA t7 �A- T, MAINTEII ANi E-THE ENTRANc 1:SHALL 5r;MAINTAINED N A CPNDITION AHIGH YiiLL � Q O � 3�' 0 `� � w PREVENT Ti2ACKIN&OR FLOPIRS OF SEDIMENT ONTO PUBLIC RI6HT'S-0FALL SEDIMENT l �h0 3130 0 �, � � `� o my 4; 0h �V c, � � �ttAL I S1= C{ to NCCa Vit' �;1� A14C> VL�i� ,AFIt: LAR AI M1�>�I �'r�T1;1�1 SPILLFD,PROPPiwi>,OR TRACiC4V ONTO?t�UE11..IG RI0RT5-0F-AAT`M1U5T SE REMOVED O � o o 514ALL Br- ISL UANLP AN r!LI.r5I tV AS WCX,55 Fr_ IMMEDIATELY_„ O : � O ^hh �0 4 $. PERIODIC INSF'EC 1IGAN'ANL+NiAINTtNANCZ 5(iALL BE P'RAVIDEI�EVERY SEVEN Ort rn CALENDAR DAY5.. / � M m 'D I''ROI"R I•dAI TF:NA. -r' Of- r-rNTR 1- FSC AS'drl ZI-11 15 TO PC` " _ K:RFORMEP , 1NUI;.�ATLD7 �'r FI=RE/: l� IN15-Mr-TIOR AftD ArTcR FiEAv*r o pROTEGTION _ FLOW^ O I OR PIROL4�N5W 5`T0FMM. MAINTtN,�t_C MLA-9,FLS, AIRL; TO INLA-uP , BUT APt 1 T LIhIITT C TC, 'pl. {IN 1 't �{i �1�' I' iN LEI II-iCNT Tfi? a 5 36 MINIMUM 2 :K 2 ��. o / _ �Yplcau r 3?eo �`' V' Z r >* FENCE POST - O 3q AND PRY141'1.1. .,C-1.t=.ANI N-' AND X17-PAIt^ Cf- fr It°II" T I'.��J�11_Rr 'NEI"I=«'�II�. / _( 3 ° - ass C r Rf,� .ANIS: f�-1`{:�: F 171' RTLf�. �"�J' P 6f_EANINA' .ANS' �`AIfl r'' as It{I-..I T F'R-_")TIZt.TIOt{ CIL' IGt5_ 10 O.C. MAX 38.7 \o'I \ 376 P\ ° F rn WOVEN WIRE FEi4CE \ � �3s \ � ms's 0. Dt:R1145 C,0N5-T�1"I�N. T"Itw �.0WRA<,TC+. �#i4,L �t-fI'� Y NIIH ALL N \ (� _ /' SO s �, -' J- 'sAt. REze-I ,AT`I � a0NCrzR dIN',, 1°jil rl!W- AJ_ or -': {,.IP NAIS1`� ANP (6 x 6 - 10 / 10 VI�4°!/F) _ \`AT ; 37,20 \ DEFRIS, AND TO.XIC. Ate? riAZARt�CL5 K TL, A5 V EJLJ_ A5 -'ANIT RY Z 3600 30 3 ri^l J ,AI{I�' 5�Tif 5Y`5"TLM �GULATIOI{5. w 1 FILTER CLOTH - `� ° s 3 . s.0o \ o ,, / t I�l t 1° fi-if Tf�'1. .t x I� N, T ihl.. ,l.t ihlt=l+t1�117 N 3go 37 903 ` as��Tc x ,4+ 'o i .A It7CLAT T111155ffr, t'LtT MAY Jr- All .AF'f �l.��+T F'f �' tIT f". Il-I'T�i' aSCOP� \` OO��J.3 ° \ ° 0 6C 3 38.0 +FL \ � AV V I N . . -A ko I/ C3 s EMBED FILTER CLOTH GR'4'OF 367° Q 3600eTC X X MIN. 6" INTO GROUND3 I W lie 41' ` 38.1 co •3�Bs 3j•° C r)cc osz) Q � ' v Cfl BC X34.7 / m _Ti NOTE: X36.3 36.2 X MAXIMUM DRAINAGE AREA ` e6 RAF _ �G �� 3r5o�c pP�'� 1/2 ACRE / 100 LINEAR FEET \ 3� corp ' ' 3�5o c �R�`NE s\��FENCE� \ `n2 2 DOMESTIC W PT ' '�I/ SILT FENCE DETAILS 37.t , �'�� . - -- -- - -- - - - --- -_ dop X X SCALE: NTS , o).3 .� c W-507MR111 �1EIFFI A'TIO,�.45' I. N1OVEN YVIRE FENCE TO BE FASTENED SECUREL't' TO FENCE POST 3 � �� 0� EROSION! CONTROL. FILAN INIT�Ha,�4^�IRE ,.TyIE5 IOR'�'5T�r+B�rFLES. .F T5 ,5HAi_L. 5 5"T1�:."L, EITHER 'IT" r \ /x.00 a'pn 1 f 7"�r 4./f�. i'i..^1!`w3..�7r't�/v`.A..'- 2, FILTER CLOTH TO BE,FA,!�TENEP SECURELY TO Y4OVEN KKE FENCE PNITH TIES SPACED EVERY 2411AT TOP ANI; 'Mi1'2 SECTION. \� �► � APPROVED BY FENCE 5HALL BE 1A�1i11§�,fl"aN 11 iii'11 MAXIMUM MF.5H OFENI N6. 5. AHI.N Tj^l0 (2) 5ECTION5 OF FILTER CLOTH ADJOIN EACH OTHER, 36.4 PLANNING BOARD Ti`t:Y SHALL IBE O1r/'tRLAPM,0 sY 6 � z� .'ry Lvc-U. FI LTI R't:LOTH 5f'AL.L,. BE EiTHE FILTER X, MIR FI IOOX, 5°�A ILINKA T1 N, OR sTt�lz�n set�.YR 'OWN OF SOUTHOLD► APPROVED tOUAL. 4, R'REFABR KATE D UNITS SHALL 5 EOFA5, ENVIROFENOF, OR VELCRO Ei;.I S: DATE =C=I== CLOSulKI 3 2�„ D C /Ei ElA1. 5.' MAINTENANCE `3-ALL 5E �RFORM� A5 ? ED:A�� MATERIA I ON 7SOPL2- RECEIVED jbt: \,'' G,�l REMOVED ?4HEN "EUL6E5 VEVEL.OP RN ' HE 51LT FENCE. � MAX. r n cvi..� ;..c, ,' r-,;i<.� LI � €,i n,i c rrt€ �;�t>r ::,rr� €�n:� ,- .� r------- --- r,. „ rv. HAY BALES, M�.Y BE USED IN LIEU OF If;m 13ACKIM5 FOR _ + LIFT 5TRAP5 €t .Ir"iin t.''E fWvi'ilEif".: to t7 !iF€la^.{I,nal C.o:",'.',Ion, a'TA�ILiTY. use rc� �'. , , e;�� .:`�i` .��: �,. , ,° I JUL O 1202 CONST TXT SILT FENC . , 49:VEA1`h7 AROIJ ENTIRE IrzitTR i. 0 .f«'t °' C L'CSI1^.J 3r C£v. !? "kl� i#1 f7 r4Yi 4r'»'^ 9i i^ `r. ." E L�_ Ah:i7 OF STC?CICr311E x'c �` u= bi cclres f.a„-tips full. 1 ;: ? I,... Southold own INSPCTIOPI Planning Board Or`UNIT . I ,::I; St i.'J; t)G;t' iza I :j �.: .I f G i r &�, ., { I' I 1'1.r4aN 9TC7GK IL DANDY _ 15A lz ' r Nicosia ,TOP%4 J GRATE PO Box 879, Rock Point, N.Y. 11778 Tff CONSTRUCTION NOTES Y ..:•. - t.. t _ _: # a. .: .:e.;I.,....:: .., 631 Telephone:Tele 928-4456 I.PROTLC:TION Of STOCKP11-E-5 Iia A YEAR-ROUND tzCG4uIREME'hlT. p ( ) 2.STOCKPILES SHALT.Be LC^CATEO A MINIMUM OF 50 FT. FROM CONCENTRATED 5TORMNATER FLOP6,AND r�;E,aw r�,:� -.� `-.._I•�I,r��;r>;.; ,s" 1 - - E-Mail: architect@optonline.net n Rev Date:06/17/2020 Approved by resolution of the Town of Southold,New York;on the day of INLETS. �_E� WRE_ STAPLL D' St',tjG".',� Re-number Conditions 3.YVIND>wfLdSft?N GONTi'2oL F�ACTIGES FiHALL k�C L'�5E`D ON ALL STt?CKPILES A9 AF'Ffr?Qr'RIATE. Ca�,�"__;j_n,.'�cr 4,REPAIR ANP/OR f ' ACE tElhCR CONTROLS AS MDt,OR A5 71RCE0 BY E6INCR, 7(3 1L ' (P.,-,HCR EWMY 2'j ev Date:03/06/2020 LA Rev Date: 02/21/2020 subject to all requirements and conditions of said resolution.Any change,erasure, modification or revision of this plan, S SEDIMENT'S!�iHAL_L Eir RcMO\CV NAEN Sr'DIMCNT AC.f.I.MJI_ATION RFAC,HS ONE-THIF'a(L/-3) or- T'hE BARRIER Rev Date: 0 2/1 0120 2 0 a 45450 COUNTY ROAD 48 SECTION HI;16HT. :`. . .4+?.., '�?•Lr-..,:': ` F^ T Site Lighting }„N, E4 I til{"w jW, '�` Rev Date:,0110712020 SOUTHOLD N.Y. as approved,shall void this approval signed this day of PLAN VIEW Forplanningcomments �F �� 0 , Rev Date: 6/20/2019 ', ..{ Rev Date: 3/18/2019 +« , Eliminate Office Use +` r-K� TEMPORARY STC)GIC 'I LE Rev Date: 1/07/2019 u EROSION ION CONTROL PLAIN by i'ROF'RIETAR 1" Fl�.U5H INLET FROTEOTION NTS CONCRETE INASHOUT Rev Dale:12/14/2018 Chairman NT5 NT5 Rev Date:2/03/2018 Sign R,t Bike Rack,Fence,S.W.Note .w^° eg �, •. Rev De' :2103/oved ac Al Bldg �" Scale: As Shown Rev Date 06/17/2020 G_8 Secretary Job# 17080 By: E. Nicosia 8 OF18 Rev Date:11/06/2017 Proposed Site Plan i SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: CR 18 Gas Station DATE: 2/26/2021 updated 3/17 LOCATION: 45450 CR 48 Southold S/B/L: 55-5-2.2 Scope of Work: Demo old structure, build new gas station/convenience store. Convenience 2,400 ft'cony nience store. 1600 ft2 M=26. 700 ftz Storage= 3. OL=29 Store: Type 5B const 1 sty. —24'height Fire alarm plans to follow, inluding CO detection.Non-sprinklered. Fire extinguishers to be provided in accordance w/90.6. 1 Exit Require I- 1 72" (2x36") exit provided. Exit sign& emerg. It shown. Canopy/Fueling 2,520 ft2 canopy over fueling area. Clear height of 14'6" Tank Specs - ( )Underground 20K9allon single compartment double walled fiber reinf tank to store regular gasoline. (1)Underground Triple Compartment 6K(E85 Gas), 8K(Premium Gas), 6K(Deisel) do I , walled fibergl ss storage tank. Comments: . Show eonstfu Lion detail of fueling pad, canopy and fuel . Speeifleations 3f any storage tanks containing liquids or-gas. show 106 of any emergeney diseenneet switch Provided on plans Vehicle barrier protection needed for propane near dumpster. NFPA 58 provides options bollards not ne essarily needed if 6" sidewalk or other means of protection is provided. Emergency Lighting needed in utility room near elec panel. 1008.3.3 i i 3 i� t A 3/17/20211 Prepared by J.E. SOUTHOLD TOWN FIRE MARSHAL NOTES ` JOB: CR 48 Gas Station DATE: 2/26/2021 updated 3/17 LOCATION: 45450 CR 48 Southold S/B/L: 55-5-2.2 Scope of Work: Demo old structure,build new gas station/convenience store. Convenience 2,400 ft2 convenience store. 1600 ft2 M=26. 700 ftz Storage= 3. OL=29 Store: Type 5B const. 1 sty. —24'height Fire alarm plans to follow, inluding CO detection. Non-sprinklered. Fire extinguishers to be provided in accordance w/906. 1 Exit Required- 1 72" (2x36") exit provided. Exit sign& emerg. It shown. Canopy/Fueling 2,520 ft2 canopy over fueling area. Clear height of 14'6" Tank Specs - (1)Underground 20K gallon single compartment double walled fiber reinf tank to store regular gasoline. (1)Underground Triple Compartment 6K(E85 Gas), 8K(Premium Gas), 6K(Deisel) do walled fiberglass storage tank. Comments: Full sot,.fbuilding plans needed. r Show eanstmetion detail of fueling pad, eanapy and fuel puffq4s1an4-. Specifieations of any storage tanks eentak4ag flanunable/ liquids or-gas-. Show i,.e do of any emergeney diseennee4 s ,:tehes. Provided on plans Vehicle barrier protection needed for propane near dumpster.NFPA 58 provides options bollards not necessarily needed if 6" sidewalk or other means of protection is provided. Emergency Lighting needed in utility room near elec panel. 1008.3.3 3/17/2021 Prepared by J.E. �3 NEW FIRE ALARM PROTECTION SYSTEM & CO DETECTION INSTALLATION AT Proposed Gas Station Convenience Store 45450 County Road 48, Southold, NY 11971 BATTERY CALCULATIONS & CUT SHEET PACKET D E C E � V E SEP 2 7 2021, BUILDING DEPT. TOWN OF SOUTHOLD SYSTEM DESIGN & INSTALLATION BY: FORCE FIELD SECURITY SYSTEMS 510 BREAKWATER ROAD � � �®NmQL �® Ina MATTITUCK, NY 11952-3400ft k ROBERT NELSON JR.: 631-805-07 A M 3 3 -3 LICENSE #12000031461 (2)FIrle-uTeALarlr S ES-50X Battery Calculation .by Honeywell Secondary Power Source Requirements Standby Device Qty Current Draw I Total e Main Circuit Board 1 x 0.141000 = 0.141000 1 x 0.257000 = 0.257000 IPOTS-COM Communicator 1 x 0.040000 = 0.040000 1 x 0.041000 = 0.04100 4XTMF '0 x 0.005000 = 0 x 0.011000 = EOLR-1 0 x 0.020000 = 0 x 0.020000 = CELL-MOD-FL/CELL-CAB 0.. x 0.055000 = 0 x 0.100000 = ANN-BUS Devices ANN-SEC Card :0-. x 0.003000 = 0 x 0.003000 = ANN-80 -W : 1 x 0.015000 = 0.015000 1 x 0.040000 = 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 x 0.015000 = 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 O. x 0.045000 = 0 x 0.045000 = Addressable Devices BEAM355 '0 x ` 0.002000 = BEAM355S 0 x 0.002000 = CP355 0 x 0.000300 SD365CO 0' : x 0.002000 = - SD355CO '0 . x 0.000300 SD355 0" x 0.000300 = SD365 _6-- x 0.000200 = 0.001200 SD355T 0 x . 0.000300 = SD365T 0 .: x 0.000200 = H355 0 x 0.000300 = H365 1 x 0.000200 = 0.000200 H355HT 0 . x 0.000300 = H365HT 2-. x 0.000200 = 0.000400 = H350R 0 x 0.000300 = :- H355R -0 x 0.000300 H365R 0 X1 0.000200 = D350RPL 0 x 1 0.000300 = D355PL , O x 0.000300 = MMF-300 0. ' x 0.000375 = MMF-300-10 .0._ x 0.003500 = MDF-300 :.3 . x 0.000750 = 0.002250 MMF-301 -:=2 x 0.000350 = 0.000700 = MMF-302 0 ' jxj 0.000270 MMF-302-6 0 xj 0.002000 = BG-12LX 1 x 1 0.000375 = 0.000375 _ CMF-300 0 xj 0.000390 = CMF-300-6 _-: 0-- xj 0.002250 CRF-300 .•3. x 0.000255 = 0.000765 CRF-300-6 :0 - x 0.001450 = CDRM-300 0 x . 0.001300 = 1300 0 x 0.000400 Fire-Lite Alarms Pagel 7/22/2021 ISO-6 '0 x 0.002700 = B501 13H-2 0 x 0.001000 = n B501 BHT-2 0 x 0.001000 = B224RB 0.. x 0.000500 = B224B1 0:; x 0.000450 = W-GATE : =:0-. IxI 0.024000 = - Maximum alarm draw for all Addressable devices ---------------> 0.20000 Resettable Power 4-Wire Smoke Detectors 0 x 0.000000 = 0 x = -0.000000: - _ SWIFT Wireless W-GATE 0 = x 0.040000 = 0 x 0.040000 = Auxiliary Power CMF-300 Aux. Power) :A' 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 x 0.000500 = 0x 0.035000 = B200SR-LF Aux. Power 0 1 x 1 0.001000 = 0 x 0.125000 = Miscellaneous Devices C01224TR ':_'2"- x '�O,.b20000 = 0.040000 2 x 0:0:40000 = 0.080000 Starlink SLE-CTEV-FIRE :1.' x 0.071000" = 0.071000 1 x 0.200000 = 0.200000 0 x '.0.000000 ` = 0 x 0.000000 = 0 .. x •- 0.00000.0 = 0 x f 0.00000.0*-- = 0 x 0.000000 = 0 x _0.0000001- = Output Circuits NAC/Output#1 0.000000 = 0.419000 = 0.419000 NAC/Output#2 0.000000 = 0.000000 = FCPS remote Sync 0,- x 0.000000 = 0 x 0.021700 = Total Standby Load 0.312890 Total Alarm Load 1.237000 (aFlre-LITeALarms ES-50X Battery Calculation by Honeywell Calculation in Total Sheet StandbyRequired 24.Hours_ Total Standby Current 0.3129 Amps x 24 1 =1 7.509 AH 5.Minutes Total Alarm Load 1.2370 Amps x 0.084 = 0.104 AH Total Current Load 7.613 AH Multiply by the Derating Factor -. 1.2: = x 1.20 Total Ampere Hours Required 9.14 AH Fire-Lite Alarms Page 2 7/22/2021 eFlre•uTeAiarms ES-50X Battery Calculation by Honeywell Calculation in Total Sheet 24:Hours - - Total Standby Current 0.3129 Ampsf;x ;C.084 24 = 7.509 AH =5.Minutes __ Total Alarm Load 1.2370 Amps = 0.104 AH Total Current Load 7.613 AH Multiply by the Derating Factor 1:2_ = x 1.20 Total Ampere Hours Required 9.14 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. 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 the panel's limitations ire-uTeALarms by Honeywell ES-50X Circuit Detail NAC/Output#1 Device SCWL 15cd 2 x .: 0:000000:: = 0.000000 2 x 0:041000 = 0.082000 PC2W L 75cd 1 x .':O'.000000.' : = 0.000000 1 x 0.143000: = 0.143000 P2RK 110 1 x : A000000, _ = 0.000000 1 x -0:194000 _ = 0.194000 0..: X , "0.000000 = 0 x >,0.000000' _ 0=::: x 0.00.000(1 = 0 X'-., 0.000000- _ 0- x 0.000000. = 0 x ..0.000000 = 0 x °0.000000 = 0 x ':'-0.000006 ..,-o _ x •0:000000;__ - 0 x 0:000000 = 0 x '.-.0.000000:--: = 0 . x = 0:00.0000 = °0 x :0.000000.: = 0 x 0'.000000 = Total Standby Load 1 0.000000 Total Alarm Load 0.419000 NAC/Output#2 Device •0. x :0:000000: _777-__, = x 0.000000 = :-'0 x : .0:0000,00_ : = 0 x -0:000000_ = 0 x 0100000Q = 0 x 0.000000 . _ 0 x :0.000OOQ . = 0 x 0:000000 = 0 '.': x ,:.0.000000' =0 x 0.000000.' _ . 0!" W x 0.000000 0 x 0.000000''- X1 .000000.'- _ 0 ' x 0.000000 = 0 x -0.000000 _ 0... x "-o.066000- = 0 x ' 0.000000' _ :0. x ._.-0:000000.:-; = 0 x 0.000000 = • 0 x `.:J0'000000;" = 0 x 0;000000 = Total Standby Load 0.000000 Total Alarm Load 0.000000 Fire-Lite Alarms Page 1 7/22/2021 DF-60953:C _ - Es-pox Fire•LrreWarms Intelligent Addressable'FACP with Communicator by Honeywell General a' ., `, ems , c ., v..,..z \ �\^ ' The ES-50X is the latest intelligent addressable fire alarm control .\ � ia ` �\\� panel (FACP)from Fire-Lite Alarms and is a direct replacement for \ \ ` =` �\ ? \ the MS-9050UD/LS. The ES-50X comes with a re-installed44 communi-cator and supports up to 50 addressable devices in any combination of detectors or modules. With an extensive list ofa ; > ' ` \\ \ powerful features, the ES-50X programs just like Fire-Lite's other ; a��\ addressable panels, yet fits into applications previously served only b \" conventional panels. ` The pre-installed IPOTS-COM is a dual technology (POTS and IP) "< P, communicator.The POTS transmits system status(alarms,troubles, AC loss, etc to a Central Station via the public switched telephone a :..`'\\ network.The IP,communicator's internet monitoring capability sends \\ ` \ b< 4 alarm signals over the Internet savingthe month) cost of two dedi- ~' ; o , " \^: <'.';. e \ cated business telephone lines. Although not required, the second- e ary telephone line may be retained providing backup communication over the public switched telephone line. Optional cellular reporting is \\ \ \\;T\\ , available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using�\\�� ,,-a�'r:; `� ��\�\�`�:�>`�,� �•��,<: .�� 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 addressable modules or remote annunciator • Listed to UL Standard 864, 10th edition Upload/Download of program and data via USB with optional FS- Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- 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 Manual) • 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 total 24VDC system power shared 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 • Custom English labels (per point) may be manually entered.or OPTIONAL MODULES selected from an internal libraryfile 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 zonestrouble. Includes a disable switch and disable trouble LED. • Continuous fire protection durin online programming COMPATIBLE ANNUNCIATORS • "Program Check automatically catches common errors not linked 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 Windovys®-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 con ection. 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.) ANN-S/PG: Serial/Parallel Printer Gateway module provides a con- Battery fault(yellow) nection for a serial or parallel printer. (See DF-52429.) • .Disabled(yellow) • Maintenance(yellow) ADDRESSABLE DEVICES • All feature a polling LED and rotary switches for addressing. Communication(yellow) • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- Speed only. • F1-F4 Programmable Function Keys(yellow) 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 lnforma loll detector for use with DNR(W) duct detector housing. Ivory. Lite- I . 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 w�vw.firelite.com. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. CELL-CAB-FL/CELL-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 semii flush mounting. Ivory. LiteSpeed and CLIP mode. BB-2F:Optional cabinet for one o�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. SD355T:Addressable low-profile photoelectric smoke detector with BB-26:Battery backbox,holds up to two 25 AH batteries&CHG-75. thermal sensor. BB-55F: Battery box,houses two 5 AH batteries I SD355R: Remote test capable addressable photoelectric smoke CHS-6:Chassis,mounts up to six-nulti-modules in a BB-6F cabinet. detector for use with DNR(W)duct detector housing. CHG-75:Battery charger for lead-acid batteries with a rating of 25 to SD355CO:Addressable, low-profile device that provides fire, heat, 75 AH. CHG-120F: Remote battery charging system for lead-acid batteries and carbon monoxide(CO)detection. with a rating of 55 to 120 AH.Req fires 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 compatib a 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-BG12LX:LiteSpeed Intelligent wireless pull station. (13350LP base included). WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed Intelligent AV B20OS: 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), SD355ISD355T (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(T)/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-3.91K): 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 twisted-pair l minimize the effects of electrical interfer- to a 4.0"(10.16 cm.)box,surface mount using the SMB500. ence. Refer to the panel manual for wiring 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-1-1135511: 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 SYSTEM SPECIFICATIONS ' System Capacity Temperature and Humidity Ranges Intelligent Signaling Line Circuit This system meets NFPA requirements for operation at 0—49'C/32 • s................. .............................1 —120°F and at a relative humidity 93%±2%RH(noncondensing)at •. Addressable.device capacity.... ...... ........................................50 32'C ± 2°C (90°F ± 3°F). However, the useful life of the system's • Programmable software zones. ..... . ............50 standby batteries and the electronic components may be adversely . ............................ Annunciators... 16 affected by extreme temperature ranges and humidity. Therefore, it • 9 Y ...."'.""""""""' """""""""""""""'""""""" is recommended that this system and its peripherals be installed in an environment with a normal room temperature of 15—27°C/60— Electrical Specifications 80*F. AC Power: Operates in either 1 0 or 240 VAC, 50/60 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 cabinit holds maximum of two 18 AH -LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervi- batteries.) sory). Communication Loop: Supervis d 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 UL 864 listed transmitters. For regulated. End-of-Line Resistor: 41.7k ohm, '/2 watt (P/N 71,252 UL 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 QQne Fixed Trouble Relay: Con- Sprinkler Supervised). tact rating: 2.0 A @ 30 VDC (resis�ive), 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 Specification -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 c' .)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 Specificatio s approval agencies, or listing may be in process. Consult factory for latest listing status. UL Weight: 26.9 lbs. (12.20 kg.)Dim nsions: 20.00" (50.80 cm.) high :Sstatus. x 22.5"(57.15 cm.)wide x 8.5"(21 59 cm.)deep. UL24 FIVI approved • CSFM: 7165-0075:0500 • FDNY:COA#6261 NOTE:See DF-60954 for ULC-listed model. AlarmNet@, Fire-Lite®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. ISO 9001We 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. MSINEEUINC&MANUFACTUIUN& QUALITY SYSTEMS F Dr more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelite.com Page 4 of 4—DF-60953:C•7/16/2018 �. . CI FI I �!"' Col riser °al `relarr�l Cel alar &�� IP , . � •. COM.11/1ERCIfi,L FIRE CE,LliUCAf2&:IP FIYe, I.c�1�M Communicators • Universal full event sole&dual path cellular&/or IP UL and NFPA 72 Fire Code-Compliant,the StarLink commercial fire alarm reporting from any panel brand, Series Wireless Commercial Fire Alarm Sole Path&Dual Virtually anywhere Path Communicators provide universal support for any brand 12V to 24V fire alarm control panel,reporting in • Code-compliant,replaces 2POTs lines per FRCP saves Contact ID and 4/2. With broadest Verizon LTE coverage thousands of dollars per year over the leased landlines footprint available,via most extensively deployed LTE CAT1, • Supports 12V-24 control panels and FACPs that using proven Starl-ink circuitry,they are also available communicate using Contact ID and 4/2(such as on legacy in mercantile locking metal models.All provide the most panels),as primary or backup economical solution for easy,versatile installation.Also regional compliances,i.e.,CSFM,NYCFD,LAFD and more. • Full data Reporting to any Central Station nationwide, via Verizon®LTE Network,"The Nations largest and most Easy,Universal Installation at Every Application;Panel- reliable LTE network. Rated#1 overall network, proven to Powered Technology"".StarLink Fire Communications are deliver consistently fast speeds ad i more places than any easily connected to any panel or Fire Alarm Control Panel other network!'* (FACP)standardly operating between 12V and 24V.Flexible in any application,StarLink Fire also comes in standard,or • Communicate critical life and safety alarm reports on Mercantile Models in metal housings,with code-compliant LTE(Long Term Evolution)10+year life,cyber-protected supervision,and choice of power options,Panel-Powered multi-billion dollar cellular network,for maximum life Technology'(powered by the panel),or direct-connect safety&liability protection 120VAC models.Signal Boost circuitry&dual diversity antennae for maximum signal acquisition&null avoidance, • Easiest installation,powered by panel, NO extra power receiving signals simultaneously on both antennae. supply, NO conduit,self supervised on 4 wires Flexible Performance&Reporting Options.Start-ink • Over-the-Air Upgradeable Communicator Firmware. Fire provides full data reporting,in sole and dual path,as Remote ability for critical/mandatory updates,without a a primary or backup,to any central station of your choice, truck-roll without requiring any special equipment on premises. • Cost-saving models and plans for any code requirement. Ultra-affordable plans are available to meet various codes and requirements,with supervisory check-ins from 200 Substantial savings over monthly dedicated landline charges. seconds,to 5 minutes,to an hour.The units are very easily And,$100 saving incentive for system upgrades from old activated,plans and options are selected,and 24/7 account radios(all makes)and old POTS landlines,as well as new management is provided all through www.napcocomnet.com. installations connected by Napco StarLink Universal Fire Alarm verizonJ Communicators • Sole Path Cellular and Dual Path Cellular&/or IP Models Choice of plans(varies by model)-check-ins from 200 seconds,to 5-minutes to 1 hour,Verizon LTE Network Patented Signal BoostTmandDual Diversity Antennae for maximum signal acquisition&null avoidance, << receiving signals simultaneously on both antennae w. Money-saving Tradeup incentive credit • Bonus:Full High-Speed Napco Panel remote uploading/downloading ON � • COMPLIANCES:NFPA72 Editions:2016,2013,2010, � � 2007;UL 864 9th Ed. UL1610 UL985 UL1023 NYCFD• �,. .. � � .V CSFM; LAFD r \ pax t NFPA < A :`.., " : . ll i� �< :�::?tea �;� �.; �„" \. ��.� :�• .i.: .,��:�� Code-compliant standard or mercantile metal models(right and left,respectively). „ MIE 4 , -5, Commercial Fire Alarm Cellular jbir]P . - rl c6mmERCIAL!FIRE,,CELLULAR&'10” Fl l"e:tdlla C�l'1:�;� �'�®!� „ „ n�ca or StarLink Fire Specifications . Ordering Information STANDARD MODELS: COMMERCIAL FIRE SOLE PATH CELLULAR& • Advanced LTE Dual Diversity Antennae for optimized DUAL PATH CELLULAR&/OR IP C'I' MODELS):* performance SLE-LTEVI-FIRE Dual Path Communicator,Cellular&/or IP, • Durable ABS plastic housing includes three keyhole slots for connected by Verizon LTE-,ABS. Low current draw, panel- -mounting(for commercial application,aligns with triple gang powered technology'(powered by control panel) boxes) SLE-LTEV-FIRE as above,but sole path cellular model • Panel Powered Technology'(powered by panel),Low current SLELTEVI-CFB Commercial Fire Dual Path Mercantile model draw,71 mA standby,200mAtrlIansmit in red metal housing on LTE,Verizon LTE Network,powered • Dimensions:5-3/8"x 7-7/8"x 1-78"(HxWxD) directly from control panel • Weight:13.5 ozSLETEVI-CFB-PS Commercial Fire Dual Path Mercantile model • 3 LED Indicators-Green,Signal Strength;Amber-Busy/ in red metal housing, LTE,Verizon LTE Network. Direct 120VAC Activation;Red-Trouble I Powered(w/provisions for backup battery/charger).Or, • Patented Signal B0ost1m signal amplification circuit and high- Optional TRF12 plug-in transformer may be used,where codes � gain performance antennae permit • Operating Environment:0 to 49 C(32-1200F),up to 93% ACCESSORIES: humidity(non-condensing) Free Commercial Fire Tradeup Trifold �"°� • 12V 24V Universal FACP Support,auto-current sensing. Brochures/Mailers/Stuffers(A720)for new : and existing fire accounts Support all brands communical Ing in Contact ID and 4/2 , SLE-ANTEXT75 Optional extended antenna with MERCANTILE MODELS(similar to above,with): 75'cable(new conical shape) w� • LockingMetal Enclosure with Hinged door& 2 key-slots for SLE-ANTEXT50 As above,with 50'cable g Y wall mounting(LED indicators,inside) SLE-ANTEXT30 As above,with 30'cable • Dimensions: 9-5/8"x 11-3/4 x 3-3/8"D(HxWxD) SLE-DLEXT Optional,as above,for downloading,extends distance • Weight:8 lbs(max.,power supply models) to Napco panel up to 100' - • Electrical Ratings for 120VAC,60Hz TRF12 Optional Plug in AC Transformer, 16.5V/20VA(use is • For Models with Power Supply: subject to local code compliance) • Input Voltage: 120VAC Nominal SLE-DLCBL Optional High-Speed Napco Panel Up/download cable • Input Current:400mA maxlrnum • Maximum Charging Current: 200mA • Electrical Ratings for+12V NeW!'FiCeL:J6k,-'Integrated Fie6,Aiarr» c6 ltrol '. • For Models without Power Supply: ;_:,Pd11LI virl;SarLtnkFil^e LTE,Built,In • Input Voltage: 11-15VDC(power-limited output from listed : dwaid.uvinniig.F�FA[p=Cfi vs. " control panel) ;, -Firewol€8`Zone24vconventional' ,.'. • Input Current:71 mA with elk RF transmission current of Commercial Fire Alarm Control,;; P P Panel with'onboard:StarLinkfire 200mA Sole math;Veriztin1It Cellular Alarm com unicator.and ante ral; • Electrical Ratings for the IN 1 Bur /Fire Input: z g g P Q , menu-drlven'LCD,anhuhciator, • Input Voltage:9-15VDC 1.4amp;'24V power supply:,botiorlally E ; ,4 4 expandable'up to'32 points/zories via' • Maximum Input Current:U to 2mA from FACP NAC circuits p p swj\ tortimercialaddressable;+nrirefessor„ • Electrical Ratings for IN 2 and IN 3: ;.converitiorol€ire devices,ti onlaoard" NAC5 ptoviding cap to 4A nOti{iCdtioh; • Maximum Loop Voltage:15UDC "I ^powa�r),,4ocking,mercantile red> .., . , s enclosure,{sur€ace drflush mount):�: " • Maximum Loop Current: 1 JmA € removable 1:6°k17C.door+Yith ,.. • Electrical Ratings for 3 PGM Outputs: :'14,25"ic167,hb e.Houses tSPh,battery,r `� baelcu p", • um voltage 3V when active Open Collector Outputs: Maxlm g 15V maximum when not active _» • Maximum PGM Sink Current:50mA mount N StarL nkF rH r • Operating Environment 0 to 49°C(32-1200F),up to 93% humidity(non-condensing) � COMMERCIAL FIRE CELLULAR&IP b 333 Bayview Ave.,Amityville,NY 11701 USA • 12V-24V Universal FACP Support,auto-Current sensing. 1-800-645-9445 •Fax:1-631-789-9292 NFPA Support all brands communicating in Contact ID and 4/2 www.napcosecurity.com Starlink,5tarUnkFre,FreLink,SignalBoos4 Panel-Powered Technology,Gemini&Gemini Commercial are trademarlaof Napco.Veriton,LTE,etc are trademarks oftheir respective companies.*StarLinkoffersfull data coverage in US from wrtuallyall panel brands reporting in Contact ID or4/2. Porfulldetailsonthe Starlinktradeupincen6mseeonlineunderhap-JAww.nlaIpcosec4,com/stdink/or ink4gupgade/tPmmosubjecitochangew/opriornotice.LTE lifespandaimsarebased onthose ofcamers.WerlaofranWgsbased ontheRooMetiesUSNational RootScore®Report 1H2O17. ©NAPCO,NAPCO Security Technologies Inc.(NASDAQ:NSSC) A7342018.9 DF-52417:D•B-90 ANN-80 (B' FlrelffeWarms SO-Character Serial LCD Annunciator by Honeywell �;\. ,.' 4„�?: ;`�".\�`.:,,' �.e�:a<.a;.,�. � �\ ?Vii;. \;� •a,,a..;xic:�k� ��\'\ � �'�.�.'�,,`� `e�! c �'\��" a�..t�� ^��\\ .\\,. �� <ca:��\\\�,'�.%a,��a��°,�ul� �+^.�\",�\l.'a ,�\``a:�, .\,a�•\ a�'..� e, \. �� '�\��\��<;�;\\S`��\\,�.\a?;• \\`'a^^\Y.,.\v,\�.�\\, �,�^`�� \` \1 >\ ' '�1"z��a \ a_,�'�.`\.� �1 �>-...<�. ,j\>�e�\Y�,ik�a\;c•'&>�,€?: `c`'�,m \i��:,"1`�M, '\ Ea.,. a,, x �4 i. <�.. � a.2<, •,<. :�:�.�F la\f",.a\��.`.\\\i. t'.d� '��'.. aal�4\':>ii •ti..3,1�., � � W4. General The ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm Control Panel FACP display. It provides system status indicators for AC Power, Alarm, \.;.a � Trouble, Supervisory, and Alarm Silenced conditions. The ANN-80 „\, \\ \;,� •> ,., 'nom and the FACP communicate over atwo-wire serial interface employ- in the ANN-Bus communication format. Connected devices are _'� °' ' _` ar R 9 :; r :.• .ham', E, .t ,>.. . powered, via two additional wires, by either the host FACP ora remote UL-listed, filtered power supply. The ANN-80 is red; for white, orderANN-80-W. The ANN-80 displays English-language text of system point informa- �� Sr>v '. aena„\ \•', ,< �\? tion including device type,zone, independent point alarm,trouble or supervisory status, as well as any custom alpha labels programmed into the control panel. It includes control switches for remote controla .. of critical system functions. A ke switch prevents unauthorized operation of the control switches.) � � \ a��v\'w�ti�.Ww\'�\roa� �.�":. .,;,, •tea\ Up to eight ANN-80s may be connected to the ANN-Bus of each FACP. No programming is required,which saves time during system ` ' commissioning. Features • Supervisory • Alarm Silenced • Listed to UL Standard 864,9th Edition • Backlit 80-character LCD display(20 characters x 4 lines) Specifications • Mimics all display information from the host panel Operating voltage range: 18 VDC to 28 VDC • Control switches for System Acknowledge, Signal Silence, Drill, Current consumption @ 24 VDC nominal (filtered and non- and Reset resettable):40 mA maximum • Control switches can be independently enabled or disabled at the Ambient temperature:32'F to 120°F(0°C to 49°C) FACP Relative humidity: 93% ± 2% RH (non-condensing) at 32°C ± • Keyswitch enables/disables control switches and mechanically 2°C(90°F±3°F) locks annunciator enclosure • 5.375" (13.65 cm.) high x 6.875" (17.46 cm.)wide x 1.375"(3.49 • Keyswitch can be enabled or disabled at the FACP cm.)deep • Enclosure supervised for tamper • For use indoors in a dry location • System status LEDs for AC Power,Alarm, Trouble, Supervisory, . All connections are power-limited and supervised and Alarm Silence • Local sounder can be enabled or disabled at the FACP The ANN-Bus • ANN-80 connects to the ANN-Bus terminal on the FACP and requires minimal panel programming POWERING THE DEVICES ON THE ANN-BUS FROM AUXIL- • Displays device type identifiers, individual point alarm, trouble, IARY POWER SUPPLY supervisory,zone,and custom alpha labels The ANN-Bus can be powered by an auxiliary power supply when • Time-and date display field the maximum number of ANN-Bus devices exceeds the ANN-Bus • Surface mount directly to wall or to single, double, or 4" square power requirements.See the FACP manual for more information. electrical box ANN-BUS DEVICE ADDRESSING • Semi-flush mount to single, double, or 4" square electrical box. Each ANN-Bus device requires a unique address (ID Number) in Use ANN-SB80KIT for angled view mounting order to communicate with the FACP.A maximum of 8 devices can • Can be remotely located up to 6,000 feet (1,800 m) from the be connected to the FACPANN-Bus communication circuit.See the panel FACP manual for more information. • Backlight turns off during AC loss to conserve battery power but WIRE REQUIREMENTS: COMMUNICATIONS CIRCUIT will turn back on if an alarm condition occurs • May be powered by 24 VDC from the host FACP or by remote The ANN-80 connects to the FACP ANN-Bus communications cir- power supply(requires 24 VDC) cuit.To determine the type of wire and the maximum wiring distance • Up to eight ANN-80s can be connected on the ANN-Bus that can be used with FACP ANN-Bus accessory modules, it is nec- essary eo-essary to calculate the total worst case current draw for all modules. on a single 4-conductor bus. The total worst case current draw is Controls and Indicators calculated by adding the individual worst case currents for each • AC Power module. • Alarm NOTE:For total worst case current draw on a single ANN-Bus refer to • Trouble appropriate FACP manual. DF-52417:D•3/15/2018—Page 1 of 2 WIRE REQUIREMENTS:POWFrR CIRCUIT Agency Listings and Approvals • 14 to 18 AWG(0.75-2.08 mm )wire for 24 VDC power circuit is The listings and approvals below apply to the ANN-80. In some acceptable. Power wire distance limitation is set by 1.2 volt maxi- cases, certain modules may not be listed by certain approval agen- mum line drop form source to Ind of circuit. cies, or listing•may be in process. Consult factory for latest listing • All connections are power-limited and supervised. status. • A maximum of eight ANN-80 modules may be connected to this • UL:S2424 circuit. • FM approved Ordering Options • CSFM:7120-0075:0211 ANN-80:Red 80 character LCD An wribiator. • MEA:442-06-E ANN-80-W:White,80 character LCD Annunciator. ANN-SB80KIT-R:Red surface mbunt backbox with angled wedge. ANNSB80KIT-W: White surface mount backbox with angled wedge. Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©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. 'S O 9001 ca 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. V21=6:30[11= IM INSINEMING 6 MANUFACTURING For more information,contact Fire-Lite Alarms.Phone: 800 627-3473,FAX: 877.699-4105. QUALITY SYSTEMS ( ( )www.firelite.com Country of Origin:USA - Page 2 of 2—DF-524170-3/15/2018 EYE Tra . 01�4 ..--=- - O Outdoor Selectable© M,Output Horns, \��•��\\. 'Ri<. kv S$r®lass and Horn Strobes for Wall Applications SPECTRrt SpectrkertO Advance outdoor audible visible products are rich with features that cut installation times and maximize profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, • Weatherproof per NEMA 4X, IP56 strobes,and horn strobes in the industry.With white or red plastic housings,wall or ceiling mounting options,and plain or FIRE-printed • Listed to UL 1638(strobe)and UL 464(horn) devices,SpectrAlert Advance can meet virtually any application • Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products temperatures from—40°F to 151 OF. • Field-selectable candela settings: 15, 15/75,30,75,95, 110, 115, 135, 150, 177,and 185 Like the entire SpectrAlert Advance line,outdoor horns,strobes, • Automatic selection of 12-or 24-volt operation at 15 and and horn strobes for wall applications include a variety of features 15/75 candela that increase application flexibility and simplify installation,First, • Rotary switch for horn tone and three volume selections field-selectable settings,including candela,automatic selection of 12-or 24-volt operation,horn tones,and three volume options enable • Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements. • Rated from—40°F to 151°F • Universal mounting plate with an onboard shorting spring that Next,SpectrAlert Advance devices use a universal mounting plate tests wiring continuity before devices are installed for both wall and ceiling applications.This mounting plate includes • Plug-in design with minimal intrusion into the back box an onboard shorting spring that ensures wiring continuity before • Tamper-resistant construction devices are installed,so installers can verify proper wiring without mounting the devices and exposing them to potential construction • Listed for ceiling or wall mounting damage.Once the plates are mounted,all SpectrAlert Advance devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices.Plastic back boxes feature removable side flanges and improved resistance to saltwater corrosion.Knock-outs located on the back eliminate the need to drill SIGNALINGT�` O holes for screw-in mounting.Plastic and metal weatherproof back & boxes come with 3/4-inch top and bottom conduit entries and 3/4-inch FM MEA 7300-1653:187(outdoor strobes) knock-outs at the back.A screw-in NPT plug with an O-ring gasket LISTED 7125-1653:188(horn strobes, 54011(chimes,horn strobes,horns) APPROVED approved chime strobes) S3593(outdoor and alert strobes) 3023572 MEA452-05-E 7135-1653:189(horns,chimes) for a watertight seal is included with each back box. AVDS115-02•12/3/2019•Page 1 SpectrAlert Advance Outdoor Horn, Strobe, and Horn StrobeSpecifications \t.\' \'saw's .'\\. General ,�.. .>. . > ... �,.., . SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount to a weatherproof back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync-CircuitTM Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module, 12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Outdoor SpectrAlert Advance products shall operate between—40 and 151 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15, 15/75,30,75,95, 110, 115, 135, 150, 177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flaah tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch. On four-wire products,the strobe shall be powered independently of the sounder.The horn or horn strobe models shall operate on a coded or non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. \�>:\.`.''.:\'\� ,• Zr. -.. o' a ",\,��:i�� Z.�... , z .�Z ',.a r. it:\.�. .'�,��..� .; �:�\k'\�?:. Operating Temperature —40°F to 151°F(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Rangel j 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage with MLD3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4.7""W x 2.5-D(142 mm L x 119 mm W x 64 mm D)' Horn Dimensions 5.6""L x 4.7"W x 1.3""D(142 mm L x 119 mm W x 33 mm D) Wall-Mount Weatherproof Back Box Dimensions(SA-WBB) 5.7""L x 5.1-W x 2.0""D(145 mm L x 130 mm W x 51 mm D) Notes: j 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd. i AVDS115-02•12/3/2019•Page 2 UL Current Draw Data 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 .123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non-Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 © � o °ot. • '°. '° a�c'...w".: .. \..\.. ,��.>h�., ,do-.�� :.�:�'"';�:..°.$ 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed a= © °: candela ratings must be reduced in accordance with 8-17.5 16-33 24-Volt Nominal this table. Switch Sound Volts Volts Reverberant Anechoic RR Position Pattern dB DC FWR DC FWR DC FWR DC FWR Listed Candela Candela rating at-40'F 1 Temporal High . 78 78 .84 84 88 88 99 98 15 2 Temporal Medium 74 74. 80 80 86 86 96 96 15/75 Do not use below 32'F 3 Temporal Low 71. 73 .76 76 83 80 94 89 30 4 Non- High . 75 44 Temporal 82 82 .-88 88 93 92 100 100 95 70 5 Non- Medium 110 110 Temporal 78 78 85 85 90 90 98 98 115 115 6 Non- Low 75 75 81 81 88 84 96 92 135 135 Temporal 150 150 7t Coded High 82 82 88 88 93 92 101 101 177 177 8t Coded Medium 78 78 85 85 90 90 97 98 185 1185 9t Coded Low 75 75 81 81 88 85 96 92 tSettings.7,8,and 9 are not available on 2-wire horn strobe. SpectrAlert Advance Diagrams 119mm 64mm 4.7- 0 142mm 5.6- 0 O O Wall-Mount Horn Strobes Wall Plastic Weatherproof Back Box Wall-Mount Horn Strobe with Plastic SpectrAlert Advance I Weatherproof Back Box Ordering Information Red White Wall Horn Strobes P2RK P2WK 2-Wire Horn Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) P2RK-P P2WK-P 2-Wire Horn Strobe,Standard cd,Outdoor,Plain(includes plastic weatherproof back box) P2RK-R P2WK-k 2-Wire Horn Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) P2RHK P2WHK 2-Wire Horn Strobe,High cd,Outdoor(includes plastic weatherproof back box) P2RHK-P P2WHKLP 2-Wire Horn Strobe,High cd,Outdoor,Plain(includes plastic weatherproof back box) P2RHK-R P2WHK-R 2-Wire Horn Strobe,High cd,Outdoor(does not include plastic weatherproof back box) P4RK P4WK 4-Wire Horn Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) P4RK-R 4-Wire Horn Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) P2RHK-120 2-Wire Horn Strobe,High cd,Outdoor, 120 V(includes plastic weatherproof back box) Wall Strobes SRK SWK Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) SRK-P SWK-P, Strobe,Standard cd,Outdoor,Plain(includes plastic weatherproof back box) SRK-R SWK-R; Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) SRHK SWHK' Strobe,High cd,Outdoor(includes plastic weatherproof back box) SRHK-P SWHK-P Strobe,High cd,Outdoor,Plain(includes plastic weatherproof back box) SRHK-R SWHK-R Strobe,High cd,Outdoor(does not include plastic weatherproof back box) Horns HRK Horn, Red,Outdoor(includes plastic weatherproof back box) HRK-R Horn,Red,Outdoor(does not include plastic weatherproof back box) Accessories SA-WBB SA-WBBW Metal Weatherproof Back Box WTP W7PWl Metal Weatherproof Outdoor Flush-mounting Plate Notes: All-P models have a plain housing(no"FIRE"marking on cover). All-R models require metal weatherproof outdoor flush mounting plate or a metal weatherproof outdoor back box(order separately)."Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 135,150,177,and 185,candela settings.When replacing standard outdoor units both the device and back box must be replaced. 3825 Ohio Avenue 9 St.Charles, IL 60174 @2019 System Sensor. Product specifications subject to change without notice.Visit systemsensorcorn Phone:800-SENSOR2*Fax:630-377-6495 for current product information,including the latest version of this data sheet. www.systemsensorcom AVDS1 15-02-12/3/2019 G��' � �+�E<I< RSI\I• �'�0 t. Indoor selectable- . M Output strobes and Horn strobes for Ceiling Applications System Sensor L-Series audible visible notification ' h 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 offers the most versatile and • Plug-in design with minimal intrusion into the back box easy-to-use line of horns,strobes,and horn strobes in the industry with lower current draws and modern aesthetics.With white and red • Tamper-resistant construction plastic housings,wall and ceiling mounting options,System Sensor • Automatic selection of 12-or 24-volt operation L-Series can meet virtually any application requirement. at 15 and 30 candela • Field-selectable candela settings on ceiling units: The entire L-Series product line of ceiling-mount strobes and horn 15,30,75,95, 115, 150,and 177 strobes include a variety of features that increase their application versatility while simplifying installation.All devices feature a plug-in • Horn rated at 88+dBA at 16 volts design with minimal intrusion into the back box,making installations • Rotary switch for horn tone and two volume selections fast and foolproof while virtually eliminating costly and time- • Universal mounting plate for ceiling units consuming ground faults. • Mounting plate shorting spring feature checks wiring continuity To further simplify installation,the L-Series utilizes a universal before device installation mounting plate so installers can mount them to a wide array of back • Electrically Compatible with legacy SpectrAlert and SpectrAlert boxes.With an onboard shorting spring,installers can test wiring Advance devices continuity before the device is installed. • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range of • Listed for ceiling mounting only application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGNALING LISTED APPROVED _ S5512 FM approved except 7125.1653.0504 54011 for ALERT models 7135-1653:0503 3057363 AVDS868-02.1 2101/2 01 7•Page 3 L-Series Specification IS General L-Series ceiling-mount strobes a l d horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circuit''Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module, 12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor L-Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply. Ceiling strobes and horn strobes;shall have field-selectable candela settings including 15,30,75,95, 115, 150,and 177. Strobe The strobe shall be a System Sensor L-Series Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system: Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize L-Series strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. • t 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 Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Rangel 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range(MDL3) 8.5 to 17.5V(12 V nominal)or 16.5 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8"diameter x 2.5"high(173 mm diameter x 64 mm high) Ceiling-Mount Surface Mount Back Box Skirt Dimensions 6.9°diameter x 3.4°high(175 mm diameter x 86 mm high) (SBBCRL,SBBCWL) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 30 cd. I I I i AVDS868-02.12/01/2017-Page 2 UL Current Draw Data 8-17.5 Volts 16-33 Volts 8-175 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 87 41 60 Temporal High 39 44 54 Range 30 153 63 86 Temporal Low 28 32 54 75 N/A 111 142 Non-Temporal High 43 47 54 95 N/A 134. 164 Non-Temporal Low 29 32 54 115 N/A 158 191 3.1 KHz Temporal High 39 41 54 150 N/A 189 228 3.1 KHz Temporal Low 29 32 54 177 N/A 226 264 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 ROWD pa . aM�� Sq�. '*'�� <«\ "7 ,1 ��•��: Y c> �K`EV:`\�'w 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non-Temporal High 106 173 71 90 141 165 187 230 273 Non-Terriportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non-Temporal High 111 172 69 94 144 164 202 229 271 3.1 K Non-Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non-Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1 K Temporal High 108 135 179 200 225 255 289 3.1 K Temporal Low 79 101 150 171 196 229 260 3.1K Non-Temporal High 108 135 179 200 225 255 289 3.1 K Non-Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 AVDSBBB-02.12/01/2017•Page 3 L-Series Dimensions 1 2.47'(62.7 mm) 1.37'(34.8 mm) 6.92"diam. 2'5. 6.83"diam. (175.77 mm) (64 mm)1 (173 mm) �•or rerpr . O O 87R O o 0 0 0 fil— O ®O O o (Q o 0 A0545-00 A0546-00 Ceiling-Mount Horn Strobes Ceiling Surface Mount Back Box m m I m O oom000D°°�O° 1 � rJ' / • Oo��® , O °p°oo 000� °°OPo 0 00 \ ee A0494-01 A0531-01 I 2-Wire Ceiling Mount Horn Strobes 4-Wire Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box' with Ceiling Surface Mount Back Box L-Series Ordering Information ee• Ceiling Horn Strobes a Ceiling Strobes PC2RL 2-Wire,Horn Strobe,Red SCRL Strobe,Red PC2WL 2-Wire,Horn Strobe,White SCWL Strobe,White PC4RL 4-Wire,Horn Strobe,Red SCWL-CLR-ALERT Strobe,White,ALERT PC4WL 4-Wire,Horn Strobe,White Accessories TRC-2 Universal Ceiling Trim Ring Red TRC-2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box,Red SBBCWL Ceiling Surface Mount Back Box,White For a ceiling-listed horn-only device,see AVDS865'Indoor Selectable- Output Horns,Strobes,and Horn Strobes for Wall Applications". © em Sensor. 3825 Ohio Avenue•St.Charles,IL 60174 Product specifications subjectt tto o change e without notice.Visit systemsensoccan Phone:800-SENSOR2•Fax:630-377-6495 for arentproduct infonAVDSincluding the 112017version otthis data shoot AVDS86&02.17J01/2D77 DF-52013:D•E-100 BG-12Lx8, Fire•�s-re°ALarms Addressable Manual Pull Station by Honeywell General The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i.e., _ requires two motions to activate the stationpull 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 Ip , • "Maintenance personnel can open station for inspection and 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 S&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. a' • Meets ADAAG controls and operating mechanisms guide- U! lines (Section 4.1.3[13]); meets ADA requirement for 5 Ib. . 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"ACTI- • 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 NA. Specifications • Maximum SLC alarm current:5 mA. , Manual Fire Alarm Stations shall be non-coded, with a key- • Temperature Range:32°F to 120°F(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- moue ing or larger. Stations shall be suitable for surface box. If the BG-12LX is being semi-flush mounted, then the mounting on matching ba rd SB-10 or SB-1/0;ou l semi-flush optional trim ring (BG12TR) may be used. The BG12TR is mounting m 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 forl 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 land 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 Iatest listing status. • UUULC Listed: S711 i(listed for Canadian and non-Cana- dian applications). • MEA:67-02-E. • CSFM:7150-0075:018 4. • FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. FireLite@ 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. �:. �.'- QTR �� .C�• �.; ,.;eco „:��",�c:R� il� i�.,�`m�' ?"�ivR�e�. `i�,�� ,aa: ii�� 1S0 ®O� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENGINEERING&MANUfACTURING All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.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-52013:1•4/13/2012 df-50673:Rev•F-850 302 Series Flre•LITUALarms Rate-Anticipation Heat Detectors by Honeywell 3;�� ^,..may\vc��^. `�?.\� ^.Z�.^ 5...:��'.•\�`��' ,�'\fir��.�.: ", i�3;.. `,,.,'\•\w« '.'CJt : ..z ^'i.'\.`, i, „.�.•�� v ..•.�'�? .F` .``,�•��`��^��^`.'��'1.,..'fit e: .:a ..` ®. General The Thermotech 302 Series rate-anticipation heat detectors operate within a controlled range of two to three degrees of their set points, regardless of the speed or rate of temperature rise. These detectors are available in either 135°F(57.2°C)or Model 302 Model,302-AW 194'F(90oC) ratings. The 302 Series are normally-open devices designed espe- cially for fire detection and alarm systems. Features • Immediate response. The 302 Series activate whenever ambient air temperature reaches a detector's setting, elimi- nating the thermal time lag inherent in conventional heat detectors. Model 302-EPM Model • Eliminates false alarms. The 302 Series do not respond to momentary temperature fluctuations below the selected temperature. • Universal application. The 302 Series can be used in all areas for any type of occupancy. • Self-restoring. • Hermetically sealed. Shock resistant, corrosion resistant, and tamper-proof. 1271pho1.ip9 Principles Of Operation Agency Listings and Approvals The 302 Series rate-anticipation heat detectors respond and These listings and approvals apply to the modules specified in activate the fire alarm immediately whenever the ambient tem- this document. In some cases,certain modules or applications perature reaches the preset temperature setting. Under rapid may not be listed by certain approval agencies, or listing may heat rise conditions, the rate-anticipation feature enables the be in process.Consult factory for latest listing status. detector to respond one to three degrees ahead of the setting. At the same time, however, it does not respond to momentary • UL Listed: S539 (302-AW-135/-194; 302-ET-135/-194; temperature fluctuations below the selected protection level, 302-135-194) thus eliminating false alarms. When temperature drops back • FM Approved: (302-AW-135/-194; 302-ET-135/-194; down below the protection level, the detector automatically 302-135/-194) resets itself. • CSFM:7270-0021:001 Dimensions (Model 302) Total overall length: 4-1/8”(10.48 cm). Base diameter: 2"(5.08 cm). Electrical Ratings V1271dial.fif Voltage Current VER 6-125 VDC 5 amps DC CON POINTS 6-25 VDC 1 amp EXPANSION STRUTS HIGH EXPANSION 125 VDC 0.5 amp SENSING SHELL 0.040 ANODIZED ALUMINUM EAT Application Information CONTROLISLEEVEN 302 Series detector have a smooth ceiling UL rating of 50' x SETTING SCREW 50'(15.24 x 15.24 meters)and are the only type of heat detec- HERMETIC SEAL tors having such a rating on both fixed.temperature and rate anticipation. Cut-Away View df-50673:Rev•02/03/09—Page 1 of 2 Thermotech Model 302 Series Rate-Anticipation Heat Detectors Model Number Description Refer To 302-135 135°F Interior Vertical Mounting Note 1 below 302-194 194°F Interior Vertical Mounting 302-AW-135 135°F All-Weather Vertical Mounting Note 2 below 302-AW-194 194°F All-Weather Vertical Mounting 302-ET-135 135°F All-Weather Vertical Mounting Note 3 below 302-ET-194 194°F All-Weather Vertical Mounting 302-EPM-135 135°F Explosion Proof Mounting Note 4 below 302-EPM-194 J 194°F Explosion Proof Mounting AP-P Decorative white plastic adaptor plate for mounting 302-and 302-AW to 4"outlet box. NOTE 1:For interior mounting in any atmosphere that is compatible with terminal-screw-type connections. UL rating 50'x 50'(15.24 x 15.24 meters). NOTE 2:Hermetically sealed for moisture-proof or dust-proof installations. Requires no special backbox when the all-weather leads are properly spliced to"THIN"or equivalent type wire. NOTE 3:Hermetically sealed for moisture-proof or dust-proof installations. Requires no special backbox. Has plastic hexagonal wrench grip bushing with 1/2"(1.27 cm)conduit threads for attachment to threaded hub cover,or any outlet box. NOTE 4:Explosion-proof for installation in hazardous locations. Has hexagonal wrench-grip bushing with 1/2"(1.27 cm)conduit threads for attachment to Threaded hub cover of Series JL fixture fitting as manufactured by Killark Electric Co.,or equal. I I ©2009 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. i This document is not intended to be used for installation purposes. - S0 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENRINEMING&MANUFACTURING All specifications are subject to change without notice. Im QUALITY SYSTEMS Made in the U.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-50673:Rev•02/03/09 ' DF-61011:C ' ��N��0� Series ��m�w�~� *�N��NN�� ' -- --- erALarms Addressable Heat Detectors 8FIre ' �� Honeywell �� /�� ~° UK~°. .��~°KK � � The Fhn^Lde@) Alonno H385(A). H385R(A). and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance db manoe and aesthetics and are a direct replacement for the H355 Sehea.Anew modom, o|eek, contemporary design and advanced thermal technologies make the H305(A)Series ideal for both system operation and building design. Exo|uoivo|yforuoe �i�hFim^Lite'nodde000b|afieo|onnountm| panels,the H3O5(A)Series point|Dcapability allows each detector's address to be set with rotary, decimal address switches, providing | exact detector location for emergency personnel toquickly locate o � fire during its early stages, potentially saving precious rescue time � . whi|o also reducing property damage. Two LEDs un each sensor | ' light 0oprovide alocal,visible sensor indication. The H3O5(A) Series includes fixed temperature, rate*f-hoeand high heat fixed temperature detectors that provide effective, intelli- gent n�||� gentpmportypmteodonforovohety of applications. Detectors are available for both LitoGpoodrmand CLIP applications oodesignated. Features ~-'--'-' SLC LOOP: QP77QNS/ ^ Two-wire SLC loop connection . Remote LED output connection tooptional RA1OOZremote LED ^ Unit uses base for wiring annunciator ADDRESSING: Installation ^ Addressable bydevice H3m5Series plug-in intelligent thermal detectors use odetachable - ^ Rotary,decimal addressing base to simplify installation, service and maintenance. Installation(R�ertotheF�e`L8npeno/menuo�fordovioecopocity) � inotm�ionoopeohippod�ithnaohdetectur. ARCHITECTURE: Mount detector base(all base types)vnanelectrical bookboxwhich ^ Designed tomeet UL2087th Edition iaatleast 1.5'' (8.81cm) deep. For achart ofcompatible junction ^ G|eek. |ow^pm@ � boxes,'oeeDF'000D9. ^ State-of-the-art thermistor technology for fast response NOTE. Because of the inherent SLC loop, ^ Integral communications and built-in device-type identification end-of-fine resistors— are not required. Wiring 7-'-,- or branches are permitted for Style 4(Class^8)wiring only. ` Built-in tamper resistant feature When using relay orsounder bases, installation ` Built-in functional test switch activated byexternal magnet sheet/50'3a20for device limitations between isolator modules and iso- lator bases. sola/o/ba000. OPERATION: ` Fixed temperature model (H3US(A)> factory preset to135^F Applications (e7^c) Use thermal detectors for protection ofproperty. For further infonno' ^ Ra0a'oFhsomndo|(H305R(A)). 15^F(8.8^C)perminuha tion, refer to 156'8525. Applications Manual for Gynh*m Smoke ^ High-temperature model (M385HT(A)) factory preset to 180^F De0aotom, which provides detailed information on detector spacing, (88^C) placement,zoning,wiring,and special applications. ^ 38U'-fie|dviewing angle ofthe two visual alarm indicators, LEDs blink red inNormal condition and turn onsteady m ��m��Uo*�dinAJonn . ^ LEDs blink every time the unit is polled These detectors are constructed uffire-resistant plastic. The HuO5 Series plug-in intelligent thermal detectors are designed tncummer- &0ECH48KCALS' ' oia|standards and offer anattractive appearance. ^ Sealed against back pressure ^ SEMS screws for wiring ofthe separate base Operation ` Designed for direct-surface orelectrical-box mounting Each H3O5Series detector uses one ofthe panel's addresses(total ^ Plugs into separate base for ease ofinstallation and maintenance limit iqpanel dependent) onthe Five^LitoJC| Signaling Line Circuit ^ Separate base allows interchange o.photuo|*ctrio.ionization and (8LC). |1responds toregular polls from the control panel and reports thermal sensors its type and the status. |fitreceives atest command from the panel (ora local magnet teot).itstimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. |tblinks its LEDs when polled and turns the LEDs onwhen ^ Remote test feature from the panel commanded bythe panel.The Ha65Series offers features and pop ^ Walk 1ostwithaddnenadiop|ay fo,manunthatn,pronentthe|ateatmt»enna|uotewo,o,ohno|ugy ' i Product Line Information B200SA-IV:Same as B200S-IV, ULC listing NOTE:"-IV"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH: White, Intelligent, programmable sounder base in NOTE:`A"suffixindicafes Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365: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 NFPA 72 sleeping space requirement. (CSFM: 7300-1653:0238) H365R: White, low-profile intelligent rate-of-rise thermal sensor, LiteSpeed only B200S-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 13200SR-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) H365HT-IV: Ivory, low-profile intelligent 190°F thermal sensor, Lite- B200SRA-WH:Same as B200SR-WH with, ULC listing Speed and CLIP H365HTA-IV Same as H365H-IVibut with ULC listing B200SRA-IV:Same as 6200SR-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. 10% with a square wave or its equivalent; designed to meet the 8300-6:White,6"base, standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM: 7300-1653:0109) tions. (CSFM: 7300-1653:0238) 6300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- base(CSFM: 7300-1653:0109) 1 10% with a square wave or its equivalent; designed to meet the 13300A-6:Same as 8300-6, 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 8300-6, package contains 10 TR300:White, replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR3004V: Ivory, replacement flange for B210LP(A)base base. UL/ULC listed (CSFM: 7360-1653:0109) 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 8300-6(A). UUULC listed (CSFM: 7300-1683:0109) 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) B224BIA-WH:White, isolator detector base, ULC listing B22413IA-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. (CSF,M:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in highior 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 I 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 1507(-20°C to 66°C) Detector spacing: LIL 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 135°F(57°C), rate-of- rise detection 15°F(8.3°C)per minute, high temperature heat 1907 (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. • LIL/LILC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTm is a trademark and Fire•Liteg)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. 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. ENBINEMINU 8 MANUFACTURING 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 i DF-61010:C SD365 Series Fire•LiWALarms Addressable Photoelectric Smoke Detectors by Honeywell The Fire•LiteO Alarms SD365(A), SD365R(A), and SD365HT(A) intelligent plug-in smoke detectors are designed for both perfor- m mance and aesthetics, and are direct replacements for the SD355 Series. A new modern, sleek, contemporary design and enhanced optical sensing chamber is enginegred 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 while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. ti' ."y` 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, • UUnibroad range of fires end-of-line resistors are not required. Wiring `T-taps"or branches are to a 9 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- tor bases. • Remote test feature from the panel • Walk test with address display (an address on 121 will blink the Construction detector LED: 12-[pause]-l(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. i DF-6101 o:C•5/28/2020—Page 1 of 3 Product Line-Information B200SA-WH:Same as B200S-WH, ULC listing NOTE:"--IV"suffix indicates CLIP and LiteSpeed device. B200SA-IV:Same as B200S-IV, ULC listing NOTE:A"suffix indicates Canadian version. B200SCOA-WH: White, Intelligent, programmable sounder base in sh/French (required in SD365:White, low-profile intelligent photoelectric sensor,LiteSpeed Series detector applications 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 S0365T 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) B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable B300-64V: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- base (CSFM:7300-1653:0109) 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as 8300-6, 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, MOUNTING KITS AND ACCESSORIES ULC listed 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 8501-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:C•5/28/2020 i 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 3.51%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 • CSFM:7272-0075:0502 Shipping weight:3.4 oz. (95 g) Operating temperature range: • SD365:32°F to 122°F(0°C to 50°C) • SD365T Series:32°F to 100°17(0°C to 38°C) • SD365R Series installed in a DNR/DNRW, -4°F to 158°F (-20°C to 70°C) UL/ULC 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 135°F(571C), 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.):200ftA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC i("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 (9.1 m). 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. I LiteSpeedTM is a trademark, and Fire•Lite(D 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. We try to keep our product information up-to-date and accurate. ISO 9001 We cannot cover all specific applications or anticipate all requirements. a==6.091711173117r=11 All specifications are subject to change without notice. ENGINEERING 8 MANUFACTURING 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 7S Duct Smoke Detector Accessories \ � �r A�` +>�'\�. '.„A'«.':',�'i' 'i;.::ti>' Jj77'` pz�`'�c.. •^kr'< t.>. Expand the versatility of the lhnovairFlexm line of duct "� '�a `�:A, t !",�a\�t i.. .^�,. .°«`:.�'"`.<�.�e'_:",.a oe' ::. .off.>.•\:.,;...:.: smoke detectors with System Sensor notification and test Z�:..,�`��'..�•` .i reg t i°�::>':" �,'.e:� accessories. Available Accessories Duct smoke detector accessories add functionality to the duct APA151 Piezo Annunciator smoke detection system by allowing quick,convenient inspections at eye level and effective audible and visible notification options.All MHR Mini-Horn, Red System Sensor duct smoke detectors and accessories are UL listed. MHW Mini-Horn,White The APA151 piezo annunciator,which replaces the APA451 with a RA100Z/RA100ZA Remote Annunciator new,improved look,provides an audible alarm signal,a red LED to RTS151 Remote Test Station indicate alarm status,and a green LED to indicate power status.It is RTS151 KEY Remote Test Station with Key intended for use with System Sensor 4-wire conventional duct smoke detector applications without a system control panel,to comply with RTS2 Multi-Signaling Accessory NFPA 90A. AOS Add-On Strobe The MHR and MHYIi SpectrAlert®Advance mini-horns feature RTS2-AOS Multi-Signaling Accessory temporal or continuous tones at high and low volume settings. Their small footprint allows mounting to single-gang back boxes for applications where a small device is desired. The RA100Z and RA100ZA remote annunciators are designed for both conventional and intelligent applications.Their red LED provides visual indication of an alarm condition. The RTS151 and RTS151 KEY remote test stations are automatic fire detector accessories designed to test duct smoke detectors from a convenient location.For 4-wire detectors,the RTS151 KEY test station features a multi-colored LED that alternates between steady green and red.For 2-wire detectors,the LED illuminates red for alarm. The RTS2 and RTS2-AOS multi-signaling accessories are designed to work with InnovairFlex 4-wire conventional duct smoke detectors.These accessories include a key switch that can be used to select one of two connected sensors to be tested,reset,or both Agency Listings by a push button switch.They also enable sensitivity measurements T using the SENS-RDR sensitivity reader(sold separately).The AOS O: (Add-On Strobe)is an optional accessory included with the RTS2- LISTED uL pM C F AOS model. LAPPROVED 730()-1653:0211 7300-1653:0211 S2522 3034401 7135-1653:0196 9060301 i Specifications, Duct Smoke Detector Accessories Voltage Regulated 24 VDC Power Requirements Alarm LED:2.8 to 32 VDC, 12 mA max. Operating Voltage 16 to 33 VDC Total Current:105 mA max. Maximum Alarm Current _ 30 mA Test-Switch 10 VA @ 32 VDC Temperature Range 0°C to 49°C(32°F to 120°F) Reset Switch 10 VA @ 32 VDC Relative Humidity 10 to 93%non-condensing Alarm Response Time 40 seconds max. Wire Gauge 12 to 18 AWG Temperature Range —10°C to 60°C(14°F to 140°F) Dimensions 4.61H x 2.9"W x.45"D Relative Humidity 95%non-condensing • Wire Gauge 14 to 18 AWG Voltage Regulated 12 DC or FWR(Full Wave Dimensions 4.8"H x 2.90"W x 1.4"D Rectified)or Regulated 24 VDC or FWR ` ... Sounder Current Draw 22 mA RMS max.at 8 to 17.5 Volts DC Power Requirements Power LED(Green):14 to 35 VDC, 29 mA RMS max.at 16 to 33 Volts DC 12 mA max. Temperature Range 0°C to 49°C(32°F to 120°F) Alarm LED(Red):2.8 to 32 VDC, Humidity Range 10 to 93%non-condensing 12 mA max. Nominal Sounder 3 kHz Total Current: 105 mA max. Frequency Alarm Response Time 40 seconds max. Wire Gauge 12 to 18 AWG Temperature Range —10°C to 60°C(14°F to 140°F) Dimensions 4.6"H x 2.9"W x 0.45"D Relative Humidity 95%-non-condensing Wire Gauge 14 to 18 AWG Voltage Range Conventional System:3.1 to 32 VDC Dimensions 4.6"H x 2.75'"W x 1.8"'D Intelligent System:18 to 32 VDC MEMO Maximum Alarm Current 10 mA Voltage 20 to 29 VDC Dimensions 4.6'-H x 2.8"W x 1.3"D Power Requirements Standby:3.0 mA max. Trouble: 16.0 mA max. Alarm without strobe:30 mA max. Alarm with strobe:55 mA max. Sounder 85 dBA at ten feet Temperature Range —10°C to 60°C(14°F to 140°F) Relative Humidity 95%non-condensing Wire Gauge 14 to 22 AWG Dimensions 4.8-W x 5.3-H x 1.6"D For the very latest product specifications and listing information, please visit the System Sensor Web site at www.systemsensor.com. ... ,: .e ` :jN _, ;fit: M'.Y:-.' •:'-, ,: :'::'<;h�r r: 120;:<:::. ..:,.., <,<., •:rw . '<Y .,. .... A;;',;., RTS151 UL S4011 RTS151 KEY UL S2522 APA151 UL S4011 RTS2-AOS UL S2522 s fl . RA10OZ UL S2522 MHW UL 54011 MHR UL S4011 AOS 3825 Ohio Avenue o St.Charles,IL 60174 @2013 System Sensor. na Phone:800-SENSOR2•Fax:630 377-6495 Prod at specifications subjectto change Wthout notice.Visit systemsensor.com p e for current product information.including the latest version of this data sheet. - ��+ www.systemsensor.com HVDS20202.8/13 C01224AENS 4 DR 0^`a - - - _— •„Q a ?s .;. C®1224 series .:.: ^ ? `��'. ,:•.. ':rte Carbon Monoxide Detectors s = ,: with RealTest Technology The System Sensor C01224T C01224TR and C01224A Canada Carbon Monoxide CO Detectors use a highly ° .as 3q_•.:.:.r."` "�\�:r`^z•°.,•:'' K'.•�•' . ;. accurate and reliable electrochemical sensing cell to ;;: : _,;:.;• ; : ;. C01224TR provide early warning of dangerous CO levels. Features' When dangerous amounts of CO are detected,the C01224 • 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 r • 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 C01 224T 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 • C01 224T 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 C01224 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 the reverse page or the user manual for complete instructions.) Agency Listings Note:CO1224T& L CO1224TR are in full compliance with UL LILISTED A ` 2075 and C01224A is eaoao�s in full compliance with E307195 STE ULC CSA 6.19-01. C01224 Series Detectors Carbon Monoxide Detector Specifications M'11717 Mlu MR 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 conditi6n,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 replal Ced.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, 15P and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory. 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 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 CO 1 224T&CO 1 224A:7 oz(198 g);CO 1 224TR: 11 oz(312 g) Operating Temperature Range; 32oF to 104°F(0°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 '2x Normal(standby) Blink 1 per minute Alarm Blink in temp 4 pattern Sound in temp 4 pattern RealTest®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 if a functional as test is desired for an installation. E AL 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 RealTest 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. The detector must be replaced by the date marked on the inside of the product. 'W" 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 C01224T 12/24 volt,6-wire system-monitored carbon monoxide detector with RealTest®Technology(US only) C01224TR 12/24 volt,6-wire system-monitored round carbon monoxide detector with RealTestO 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) US:3825 Ohio Avenue Canada:6581 Kitimat Rd,Unit 6 @2016 System Sensor.Product specifications subject to fl, 5Y.Sirm MI , St.Charles,IL 60174 Mississauga,Ontario BN 3T5 change without notice.Visit our websites for current product 800-SENSOR2 800-SENSOR2 information,including the latest version of this data sheet. systemsensor.com systemsensor.ca CODS88600-10/16 DF-52121:E•E-325 MMF-300(A) series, MDF-300 �-�eFi •LIALarms Addressable Monitor Modules by Honeywell ��: , :aµ.:�:e.�:„2��',�..r.,y .e:..a��:�.`..``«�: �\ �\�$. �'\\ \.x... „\�,:�.:'.• zed.�'�:a« a'?.> B - General Four different monitor modules are available for Fire-Lite's M ' intelligent control panels to suit a variety of applications. MonkI A for modules are used to supervise a circuit ofd contact input devices,such as conventional heat detectors and pull stations, or monitor and power a circuit of two-wire smoke detectors (MMF-302(A)). . �.�.. �'� � ,•„ �'.. ,��i��,.--`...: 1 MMF-300(A)is a standard-sized module(typically mounts to a 4" [10.16 cm] square box) that supervises either a Style D 9 SUP (Class A) or Style B (Class B) circuit of dry-contact input A`` .� devices. ;. m'a,�'. �,�• MMF-301(A)is a miniature monitor module a mere 1.3"(3.302 � u•�•�. Ir��; cm) H x 2.75" (6.985 cm)W x 0.65" (1.651 cm) D that super- ,"'"' Pari v� ; . , vises a Style B(Class B)circuit of dry-contact input devices.Its r � compact design allows the MMF-301(A) to be mounted in a ,•:a single-gang box behind the device it monitors. ' MMF-302(A) is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a Style D(Class A)or Style B(Class B)circuit. MDF-300(A)is a standard-sized dual monitor module used to MMF-300(A)(Type H) monitor and supervise two independent two-wire Style B (Class B) dry-contact initiating device circuits (IDCs) at two supervisory indication at the control panel. Monitored circuit separate, consecutive addresses in intelligent, two-wire sys- may be wired as an NFPA Style B (Class B)or Style D(Class tems. A) Initiating Device Circuit. A 47K Ohm End-of-Line Resistor LiteSpeedTm is -a communication protocol developed by (provided)terminates the Style B circuit. No resistor is required Fire-Lite Engineering that greatly increases the speed of com- for supervision of the Style D circuit. munication between analog intelligent devices. Intelligent MMF-300(A) OPERATION devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU Each MMF-300(A) uses one of the available module stops the group poll and concentrates on single points. The addresses on an SLC loop. It responds to regular polls from net effect is response speed greater than five times that of the control panel and reports its type and the status(open/nor- other communication protocols. mal/short) of its Initiating Device Circuit(IDC).A flashing LED indicates that the module is in communication with the control MMF-300(A) Monitor Module panel. The LED latches steady on alarm (subject to current limitations on the loop). • Built-in type identification automatically identifies this device as a monitor module to the control panel. MMF-300(A)SPECIFICATIONS • Powered directly by two-wire SLC loop. No additional Nominal operating voltage: 15 to 32 VDC. power required. Maximum current draw:5.0 mA(LED on). • High noise(EMF/RFI)immunity. Average operating current: 375 pA (LED flashing), 1 com- • SEMS screws with clamping plates for ease of wiring. munication every 5 seconds,47k EOL. • Direct-dial entry of address: 01 — 159 on MS-9600 series Maximum IDC wiring resistance: 1500 Ohms. panels,01 —99 on other compatible systems. • LED flashes during normal operation and latches on steady Maximum IDC Voltage: 11 Volts. to indicate alarm. EOL resistance:47K Ohms. The MMF-300(A) Monitor Module is intended for use in intelli- Temperature range:32°F to 120°F(0°C to 49°C). gent, two-wire systems, where the individual address of each Humidity range: 10%to 93%noncondensing. module is selected using the built-in rotary switches. It pro- vides either a two-wire or four-wire fault-tolerant Initiating Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Device Circuit (IDC) for normally-open-contact fire alarm and 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x supervisory devices. The module has a panel-controlled LED 2.125"(5.398 cm)deep box. indicator. The MMF-300(A) can be used to. replace M300(A) modules in existing systems. MMF-301(A) Mini Monitor Module MMF-300(A)APPLICATIONS Built-in type identification automatically identifies this device Use to monitor a zone of four-wire smoke detectors, manual as a monitor module to the panel. fire alarm pull stations, waterflow devices, or other normally- • Powered directly by two-wire SLC loop. No additional open dry-contact alarm activation devices. May also be used power required. to monitor normally-open supervisory devices with special • High noise(EMF/RFI)immunity. y DF-52121:E•07/30/2015—Page 1 of 4 i • Tinned,stripped leads for ease of wiring. Supervises IDC wiring and connection of external power • Direct-dial entry of address: 01 — 159 on MS-9600 series source. panels, 01 —99 on other,compatible systems High noise(EMF/RFI)immunity. • SEMS screws with clamping plates for ease of wiring. 3 1415 0 1 ADDRESS o 1 Direct-dial entry entry of address: 01 — 159 on MS-9600 13 2 2 series panels, 01 —99 on other compatible systems. 3 12 3 3 LED flashes during normal operation. 11 0 4 LOOP O 4 • LED latches steady to indicate alarm on command from control panel. 10 9 $ 7 6 5 9 8 7 6 5 The MMF-302(A)Interface Module is intended for use in intelli- TENS ONES gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two- wire conventional smoke detectors. It transmits the status (normal, open, or alarm) of one full zone of conventional U detectors back to the control panel. All two-wire detectors W m being monitored must be UL compatible with the module.The >' MMF-302(A) can be used to replace M302(A) modules in existing systems. MMF-302(A)APPLICATIONS Use the MMF-302(A) to monitor a zone of two-wire smoke The MMF-301(A) Mini Monitor Module can be installed in a detectors. The monitored circuit may be wired as an NFPA single-gang junction directly behind the monitored unit. Its Style B(Class B)or Style D (Class A) Initiating Device Circuit. small size and light weight allow it to be installed without rigid A 3.9 K Ohm End-of-Line Resistor (provided) terminates the mounting. The MMF-301(A) is intended for use in intelligent, end of the Style B or D (class B or A) circuit (maximum IDC two-wire systems where the individual address of each module loop resistance is 25 Ohms). Install ELR across terminals 8 is selected using rotary switches. It provides a two-wire initiat- and 9 for Style D application. ing device circuit for ndrmally-open-contact fire alarm devices. The MMF-301(A)can be!used to replace M301(A)modules in MMF-302(A) OPERATION existing systems. Each MMF-302(A) uses one of the available module addresses on an SLC loop. It responds to regular polls from MMF-301(A)APPucATiONS the control panel and reports its type and the status(open/nor- Use to monitor a single device or a zone of four-wire smoke mal/short)of its Initiating Device Circuit(IDC).A flashing LED detectors, manual fire alarm pull stations, waterflow devices, indicates that the module is in communication with the control or other normally-open dry-contact devices. May also be used panel. The LED latches steady on alarm (subject to current to monitor normally-open supervisory devices with special limitations on the loop). supervisory indication at the control panel. Monitored circuit/ device is wired as an NEPA Style B(Class B) Initiating Device MMF-302(A)SPECIFICATIONS Circuit.A 47K Ohm End-of-Line Resistor(provided)terminates Nominal operating voltage: 15 to 32 VDC. the circuit. Maximum current draw:5.1 mA(LED on). MMF-301(A) OPERATION Maximum IDC wiring resistance:25 Ohms. Each MMF-301(A) uses one of the available module Average operating current: 270 pA, 1 communication and 1 addresses on an SLC loop. It responds to regular polls from LED flash every 5 seconds,3.9k eol. the control panel and reports its type and the status(open/nor- mal/short)of its Initiating Device Circuit(IDC). EOL resistance:3.9K Ohms. MMF-301(A)SPECIFICATIONS External supply voltage(between Terminals T10 and T11): Nominal operating voltage: 15 to 32 VDC. • DC voltage:24 volts power limited. Average operating current: 350 pA, 1 communication every • Ripple voltage:0.1 Vrms maximum. 5 seconds, 47k EOL; 1600 pA Max. (Communicating, IDC Current:90 mA per module maximum. Shorted). Temperature range:32°F to 120°F(0°C to 49°C). Maximum IDC wiring resistance: 1500 Ohms. Humidity range: 10%to 93%noncondensing. Maximum IDC Voltage: 11 Volts. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Maximum IDC Current:450 NA. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box. EOL resistance:47K Ohms. Temperature range:327 to 120°F(0°C to 49°C). MDF-300(A) Dual Monitor Module Humidity range: 10%to 93%noncondensing. The MDF-300(A) Dual Monitor Module is intended for use in intelligent, two-wire systems. It provides two independent two- Dimensions: 1.3 (3.302 cm) high x 2.75" (6.985 cm)wide x ,sire initiating device circuits(IDCs)at two separate,consecutive 0.65"(1.651 cm)deep. addresses.It is capable of monitoring normally open contact fire Wire length:6"(15.24icm)minimum. alarm and supervisory devices.The module has a single panel- controlled LED. MMF-302(A) Interface Module • Supports compatible two-wire smoke detectors. Page 2 of 4—DF-52121:E'-07/30/2015 NOTE: The MDF-300(A)provides two Style B (Class B) IDC cir- MDF-300(A): Monitor module, dual, two independent Class B cuits ONLY. Style D (Class A) IDC circuits are NOT supported in circuits. any application. SMB500:Optional surface-mount backbox. MDF-300(A)SPEc1FIcATIoNs NOTE: See installation instructions and refer to.the SLC Wiring Normal operating voltage range: 15 to 32 VDC. Manual,PN 59309. Maximum current draw:6.4 mA(LED on). Architects'/Engineers' Specifications Average operating current:750 pA(LED flashing). Maximum IDC wiring resistance: 1,500 Ohms. Specifications of these devices and all FireLite products are available from FireLite: Maximum IDC Voltage: 11 Volts. Maximum IDC Current:240 pA EOL resistance:47K Ohms. - Temperature range:32°to 120°F(0°to 49°C). Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25' (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125"(5.398 cm)deep box.' MDF-300(A)AUTOMATIC ADDRESSING The MDF-300(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the MDF-300(A) is set to address "26", then it will automati- cally assign itself to addresses"26"and"27". NOTE."Ones"addresses on the MDF-300(A) are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address, and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on the system. Installation MMF-300(A), MMF-302(A), and MDF-300(A) modules mount directly to a standard 4"(10.16 cm)square, 2.125"(5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes,ordinances,and regu- lations. These modules are intended for power-limited wiring only. The MMF-301(A)module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordinances, and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be•in process. Consult fac- tory for latest listing status. • UL: S2424. • ULC: S2424. • FM Approved. • CSFM:7300-0075:0185. • MEA:72-01-E. Product Line Information NOTE:A"suffix indicates ULC-listed model. MMF-300(A): Monitor module. MMF-301(A): Monitor module, miniature. MMF-302(A): Monitor module,two-wire detectors. DF-52121:E•07/30/2015—Page 3 of 4 i i i Fire-Lite®is a registered trademark and LiteSpeed"I and FireWatchTm are trademarks of Honeywell International Inc. ©2015 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. I 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. ENGINEERING&MANUFACTURING All specifications are subject to change without notice. QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 4 of 4—DF-52121:E•07/30/2015 1 df-60379:A1 •E-400 = CRF-300(A) Fire IlTe®ALarms Relay Module " by Honeywell General The CRF-300(A)Addressable Relay Module provides the sys- tem with adry-contact output for activating a variety of auxil- iar devices, such as fans door holders, dampers, control ``` " w\^,�. �� ` `�` equipment, etc. Addressabilit allows the dr contact to be Y Y \ . activated through panel programming;on.a select basis. LiteSpeed is a communication protocol developed by Fire•Lite Engineering that greatly enhances the speed of com- munication om munication between analog intelligent devices. Intelligent devices communicate in a grouped fashion. If one of the <, devices within the group has new information, the panel CPU stops the group poll and concentrates on single points. The T.M.. net effect is response speed greater than five times that of roµ ,�� aHasEo other designs. Features ; g . ,\ • Built-in type identification automatically identifies these devices to the control panel. • Internal circuitry and relay powered directly by two-wire SLC loop. • Integral LED "blinks" green each time a communication is CRF-300(A) received from the control panel and turns on in steady red when activated. • High noise immunity(EMF/RFI). • Wide viewing angle of LED. d • SEMS screws with clamping plates for wiring ease. Specifications • Direct-dial entry of address:01—159 for MS-9600(A)series Normal operating voltage: 15 to 32 VDC. panels,01 —99 on MS-92000DLS(A)and MS-9050UD(A). Maximum SLC current draw: 6.5 mA(LED on). Applications Average operating current: 230 pA direct poll (CLIP mode), pp 255 pA group poll(LiteSpeed mode)with LED flashing. The CRF-300(A) may be programmed to operate dry contacts EOL resistance: not used. for door holders,Air Handling Unit shutdown,etc._,and to reset four-wire smoke detector power. Temperature range: 32°F to 120°F(0°C to 49°C). Humidity range: 10%to 93%non-condensing. Construction Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x • The face plate is made of off-white heat-resistant plastic. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x • Controls include two rotary switches for direct-dial entry of 2.125" (5.398 mm)deep box. address setting. Relay Contact Ratings • The CRF-300(A)is configured for a single Class B(Style Y) or Class A(Style Z) Notification Appliance Circuit. Maximum Current • The CRF-300(A) provides two Form-C dry contacts that Load Description Application Voltage Rating switch together. Resistive Non-Coded 30 VDC 3.0 A Operation Resistive Coded 30 VDC 2.0 A Each CRF-300(A)uses one of the addresses on a SLC loop. It Resistive Non-Coded 110 VDC 0.9 A responds to regular polls from the control panel and reports its Resistive Non-Coded 125 VAC 0.9 A type and status, including the open/normal/short status of its Notification Appliance Circuit(NAC).The LED blinks with each Inductive(UR=5ms) Coded 30 VDC 0.5 A poll received.On command;it activates its internal relay. Inductive(L/R=2ms) Coded 30 VDC 1.0 A NOTE:Open/short supervision is suspended with the CRF-300. Inductive(PF=0.35) Non-Coded 125 VAC 0.5 A Rotary switches set a unique address for each module. The address may be set before or after 'mounting. The built-in TYPE CODE(not settable)will identify the module to the con- trol panel,so as to differentiate between a control module and a relay module. F df-60379:A1•08/04/09—Page 1 of 2 Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listinlg may be in process. Consult fac- tory for latest listing status. • UL:S2424 • ULC:S2424 • FM approved • CSFM:7300-0075:185 • MEA:72-01-E I Product Line Information CRF-300(A): Intelligent addressable relay module. : Intelligent addressable repay module, ULC listed model. SMB500:Optional surfaceimount backbox. NOTE: For installation instructions, see document 156-1190-005 and refer to the SLC Wiring Manual,document 51309. I i I 1 I I I LiteSpeedTM is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2009 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. IO goo' We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. K-1=13330=1 ENGINEERING&MANUFACTURING All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. IFor more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—df-60379:A1•08/04/09 FIRE ALARM SYMBOL LIST SYMBOL QTY DESCRIPTION MAKE/MODEL FACP 1 FIRE ALARM CONTROL PANEL FIRE—LITE ES-50X REVERSE GABLE LAY OVER RC 1 RADIO COMMUNICATOR TRANSMITTER STARLINK SLE—LTEV—FIRE TA SITE DAMAIN TRUSS ROOF RIDGE VENT RA 1 FIRE ALARM ANNUNCIATOR FIRE-LITE ANN-80 Q HS SCTM#: 1000-055-05-2.2 HIWP 1 WALL MOUNT EXTERIOR HORN/STROBE (WP=WEATHERPROOF) SYSTEM SENSOR P2RK A Nb ADDRESS: 45450 COUNTY ROAD 48 CD 1 CEILING MOUNT HORN/STROBE (CD=CANDELA) SYSTEM SENSOR PC2WL Q`QrO — ZONING: B- GENERAL BUSINESS. WOOD TRUSS ST CD 2 CEILING MOUNT STROBE (CD=CANDELA) SYSTEM SENSOR SCWL fVO / `V`� C � OCCUPANCY M - MERCANTILE 1 MANUAL FIRE PULL STATION FIRE—LITE BG-12LX O S.R. = SHEET ROCK ATTIC SPA �135• OWNER /APPLICANT OH MP 2 135' MOISTURE PROOF HEAT DETECTOR FIRE-LITE 302-ET-135 EMPIRE OIL, INC. C.T. = CEILING TILE N R IN ULATIO OH 1 135' FIXED HEAT DETECTOR FIRE—LITE H365 i P.O. BOX 547 N.T.S. NOT TO SCALE LAUREL, N.Y. 1948 HF 2 190' FIXED HEAT DETECTOR (ATTIC) FIRE-LITE H365HT OS 6 SMOKE DETECTOR FIRE—LITE SD365 11"SPACE ABOVE BUILDING NOTES: S.R. C.T. � CO 2 CARBON MONOXIDE DETECTOR (SOUNDER BASE INCLUDED) SYSTEM SENSOR C01224TR � r PROPOSED SITE— cP �PN�S *NEW WOOD FRAME CONSTRUCTION* DROP CLG iv LL MM 2 ADDRESSABLE MINI MODULE FIRE-LITE MMF-301 CONVENIENCE STORE �o Qs LOWER AT - ONE STORY SLAB ON GRADE F�E�PQM I c� *NO SPRINKLER PROTECTION* HVAC °' b o ❑M 3 ADDRESSABLE INPUT MODULE FIRE-LITE MMF-300 WOOD FRAME BUILDING . c *NO COOKING APPLIANCES* ® 1 GAS PUMP EXTINGUISHING SYSTEM FURNISHED BY OTHERS (NO BASEMENT) j`;% ',, a I m GAS HOT WATER HEATER m !� *3 HVAC UNITS* 3 FAN SHUT-DOWN RELAY FIRE-LITE CRF-300 e .. Y'.�..... . .'. i i. v' .1 .. ♦. ..-1. ' 1 ''t'. .... .. "` ' *GAS HEAT* 8" POURED CONCRETE FOUNDATION &SLAB- NO CRAWL SPACE *NO SPRINKLER SYSTEM* *DUCTED SUPPLY & RETURN - NOT A PLENUM RETURN* *HVAC = HEATING VENTILATION &AIR CONDITIONING* N.T.S.: NOT TO SCALE A.F.F. = ABOVE FINISHED FLOOR WP = WEATHERPROOF *NO RETURN AIR PLENUM SPACE ABOVE CEILING TILE* CROSS SECTION ELEVATION - N.T.S. THE FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK STATE, SITE MAP *NO BASEMENT OR SECOND FLOOR* 2020 FIRE CODE OF NEW YORK STATE, NFPA STANDARD 72 - NATIONAL FIRE ALARM CODE 2016 EDITION, N *ATTIC SPACE* NFPA 70 - NATIONAL ELECTRICAL CODE 2017, CODE OF THE TOWN OF SOUTHOLD, AND ANY/ALL OTHER N.T.S. CODES, RULES, AND REGULATIONS, WHETHER OR NOT THEY ARE SPECIFIED HEREIN. THE FIRE ALARM SYSTEM & CARBON MONOXIDE DETECTORS SHALL BE MAINTAINED & TESTED IN COMPLIANCE WITH THE TOWN OF SOUTHOLD FIRE MARSHAL AND THE PROPERTY MAINTENANCE CODE OF NEW YORK STATE. LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME OF PLAN APPROVAL AND/OR AT FINAL SITE INSPECTION. ANY SYSTEM MODIFICATIONS, ADDITIONS OR ALTERATIONS <v SHALL BE DONE IN ORDER TO COMPLY WITH THE VILLAGE, TOWN OR COUNTY FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. TYPICAL DEVICE HEIGHTS & LOCATIONS — N .T.S. _ FIRE MARSHAL APPROVAL STAMP BOX CEILING I CEILING o 3' MINIMUM) 4" 3' MINIMUM (O GENERAL NOTES: o �� Q AIR REGISTER LMIN AIR REGISTER MIN �� o� �= Q 4 12" 1) ALL HORNS WILL SOUND A TEMPORAL 3 SIGNALING RHYTHM UPON ACTIVATION OF CO = m SMOKE DETECTOR CARBON MONOXIDE DETECTOR THE FIRE ALARM SYSTEM. o J V 2) EACH CO DETECTOR HAS A SELF CONTAINED SOUNDER BASE THAT WILL RING A _ Q_> HORN STROBE TEMPORAL 4 PATTERN WHEN CARBON MONOXIDE IS DETECTED AT THE DEVICE AND ,moo & STROBE DEVICE SHALL TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION LISTED AS "CARBON MONOXIDE". 3) ALL STROBES WILL REMAIN ACTIVE WHEN ALARM IS SILENCED, AND WILL DEACTIVATE 6 v C (STOP FLASHING) WHEN FACP IS RESET. 0 Q �� o - J J 4) ALL HVAC FANS MUST SHUT DOWN UPON ACTIVATION OF A FIRE ALARM AND CO zi �-z y a MIN a DETECTORS. DUCT DETECTORS ARE NOT REQUIRED ON HVAC UNITS UNDER 5 TONS. m ,� (-:'If o = 6 PULL STATION 6'-8" 3 5) ALL SMOKE DETECTORS USED MUST BE EQUIPPED WITH STEADY RED INDICATOR WHEN �� _ �z MAX A.F.F. ACTIVATED. Me MIN " 6P-8" A.F.F. 6) EXACT PLACEMENT OF DEVICES IN EACH ROOM TO BE VERIFIED IN FIELD AND TO MEET A.F.F. ALL CODE REQUIREMENTS. SYSTEM INPUT 4'-0' 7) TROUBLE SHALL BE REPORTED TO CENTRAL MONITORING STATION AND AN AUDIBLE TONE MANUAL PULL STATION A.F.F. SHALL SOUND AT THE FIRE ALARM CONTROL PANEL (FACP) & REMOTE ANNUNCIATOR (RA). SMOKE DETECTOR 8) ALL SYSTEM SIGNALS TO REPORT TO A UL LISTED CENTRAL STATION HEAT DETECTOR FLOOR FLOOR 9) AS PER THE NFPA-72 A SINGLE TRANSMISSION PATH MUST BE SUPERVISED AT AN INTERVAL MOISTURE PROOF HEAT DETECTOR OF NOT MORE THAN 60 MINUTES. A FAILURE OF THE PATH MUST BE ANNUNCIATED AT THE SUPERVISING STATION AND THE PROTECTED PREMISE WITHIN NOT MORE THAN 60 MINUTES. GAS PUMP EXTINGUISHING SYSTEM ALL MANUAL PULL STATIONS MUST BE MOUNTED SMOKE & CO DETECTORS MUST BE MOUNTED CARBON MONOXIDE (CO) DETECTOR 48" FROM FINISHED FLOOR TO TOP OF DEVICE. ON THE CEILING A MINIMUM OF 3'-0" FROM ANY AIR REGISTER. ALL HORN/STROBE & STROBE DEVICES MUST NOTIFICATION APPLIANCE CIRCUIT SHORT BE MOUNTED A MINIMUM OF 80" A.F.F. TO GROUND FAULT THE BOTTOM OF THE DEVICE OR A MAXIMUM OPEN CIRCUIT OF 90" A.F.F. TO THE TOP OF THE DEVICE. LOW BATTERY FACP POWER FAILURE 60'-0" r M 1�TOI LET i r i �;Ta X N135' L..... _ :iv�t'ri rTt WP 15CD 4 TONS 15CD M � OH ST O I C3i ST Cp OS X R -i ATTIC ATTIC DISPLAY~I,s,C�{.-- L._._ J UTILITY/STORAGE FACP o � M TOTAL TOTAL END OF LINE RESISTOR I -�c N;,1� 'At z (3) (2) SINK cin to `..._... E5 R HF WIRE SPECIFICATION CHART W O #18 AWG FPL WIRE: ADDRESS LOOP W N TOTAL #16 AWG FPL WIRE: SIGNAL CIRCUIT Ep 21 121 S WALK INCONVENIENCE STORE -a (1) TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL #12 AWG/#12 AWG.: 120VAC/GRND COOLER DISPLAY AISLES = . Z (1) (2) (6) (2) (2) (2) (1) (1) gVILDWGDE LD I �' " CKT 1 H HS ST FACP S MM H M F M TOWN of souTM1O `r 4 TONS 15CD MM 4 TONS ATTIC Z WP 75CD 15CD 135• ^Q fArnc FHVAC1 HS CO �HVAC2� HF CO 2 WP HF L ® J ® � < = TOTAL TOTAL (2) ( ) ( ) W o (1) (1) i M 0 SINGLE PATH CELLULAR RIC RA NEW INSTALLATION OF A FIRE ALARM & CARBON MONOXIDE PROTECTION SYSTEM F ) TRANSMISSION TO 13;i _ o CENTRAL STATION MAIN FIRE ALARM PLAN REVIEW & SEAL BY JOB SITE: H I ENT/EXIT WARNING: WF I a00 (SEE FIRE ALARM NOTE 9) _ MICHAEL ANGELONE P.E. LLC • ` O SALES COUNTER O m 120 VAC - GROUND It is a violation of the New York Education Law, LICENSE #053676 PROPOSED GAS STATION i t i Article 145 §7209, for any person, unless he/she 4 POND PLACE I Z is acting under the direction of a licensed OYSTER BAY, NY 11771 CONVENIENCE STORE M professional, to alter any item on this plan in any way. If a plan bearing the seal of a licensed 516-922-2024 F Q H WP o _ professional is altered, the licensed professional shall RISER DIAGRAM N.T. S . affix to the Ian his seal and notation "altered by" ADDRESS: 45450 - alteration � followed by his signature and the date of such a terat' n LINTY ROAD 48, SOUTHOLD, NY 11971 �., and specific description of the alteration. It is also a .-;�. a . CROSS STREET: YOUN�GS AVE. RAILROAD AVE. * . violation for an person to photocopy the licensed �� a•-. ( ) MAIN ENT/EXIT Y P P PY professionals stamp, license number & signature for System Design & Installation by: Plan drawn by: TO BE VISIBLE & READABLE unauthorized use and is punishable by law. Confident Drafting LLC FROM OUTSIDE FRONT DOOR �F k. >.�. ct� 4. FORCE FIELD SECURITY SYSTEMS (SEE FIRE ALARM NOTE 6) These plans are an instrument of service by Confident l� _ 30 Emlu Drive Selden, NY 11784 Drafting LLC and the licensed engineer Michael Angelone 510 Breakwater Road Nicole Grimaldi These plans are to be used exclusively by the licensed ; a,,T� �, 631-451-1566 GROUND FLOOR PLAN fire alarm contractor listed in the title block, solely for i. Mattituck NY 11952-3400 a /.,,;'. fireplans@aol.com N installing a fire alarm system, only after this plan has 1 °. P Contact: Robert Nelson Jr. SCALE 1/8" = 1'-0" been approved b the authority having jurisdiction. An :_ J'`- / PP Y Y 9 1 Y ,. 3 _ /r DATE: 5/19/21 infringements to the instrument of service will terminate `, 631-805-0'766 -__ the stamp. _... _ G #21 -108 NYS License #12000031461 PAGE: 1 of 1 COMcheck Software Version 4.1.5.1 :Envelope! Compliance Certificate Project Information i Energy Code: 90.1 (2016)Standar Project Title: E 5450 County Road 4 Location: outhold, New York Climate Zone: Project Type: k e ction Vertical Glazing/Wall Area: 1�% Performance Sim.Specs: E nergyPlus 8.1'.0.00.9(EPW:USA CT_Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) f Construction Site: OwnerbAgent: Designer/Contractor. 45450,County Road 48 Eric Nicosia,R.A. Southold, NY 11071 P.O. Box 879 } Rocky Point,NY 11778 631-928-4456 Building Area E Floor Area 1-Retail: Nonresjdential 2400 ) F E Envelo,pe.Asse'nblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R Value R Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof With Wood Joists,[Bldg.Use 1 -Retail] 2400 38.0 0.0 0.027 0.021 Floor 1:Slab-On-Grtade:Unheated,Vertical 2 ft. [Bldg.Use 1- 200 — 10.0 0.540 0.520 Retail](c) a NORTHEAST 3 Exterior Wall East:Wood-Framed,24"o.c.,[BI g.Use 1-Retail] 600 21.0 0.0 0.060 0.064 Window:Wood Frame:Fixed,Perf.Specs.:Pr uct ID AND-N-82- 140 — — 0.280 0.310 03683-00001,SHGC 0.29,PF 0.13,VT 0.50,[Bldg.Use 1-Retail].(b) Door:Glass(>50WIglazing):Nonmetal Frame,Entrance Door,Perf. 46 — — 0.310 0.310 Specs.:-Product ID i%ND-N-130,SHGC 0.29,PF 0.10,VT 0.49,[Bldg. Use 1 -Retail](b) SOUTHEAST i Exterior Wall South:Wood-Framed,24"o.c.,[ Idg.Use 1-Retail] 400 21.0 0.0 0.060 0.064 SOUTHWEST Exterior Wall West:Wood-Framed,24"o.c.,[B dg.Use 1-Retail] 600 21.0 0.0 0.060 0.064 NORTHWEST Exterior Wall North:Mood-Framed,24"o.c.,g Idg.Use 1 -Retail] 400 21.0 0.0 0.060 0.064 Window:Wood Frame:Fixed,Pert.Specs.:Pro luct ID AND-N-82- 123 — — 0.280 0.310 03683-00001,SHGC 0.29,PF 0.13,VT 0.50,[1 Mg.Use'l -Retail](b) (a)Budget U-factors are used for software b 3seline calculations ONLY,and are not code requirements. (b)Fenestration product performance must 6e certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U- ctors shown in table are F-factors. Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D';\AADRAWD\2017\17080iYoungs&48 Gas\17080 Southold Gas.cck Page 1 of 21 3 i Envelope Compliance Statement Compliance State/nent. 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 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. . Eric Nicosia, RA. Z— ��ZoZ I Name-Title I Signature C NlcoDate s yj� 40 �y T� X24575 OF NEW I 1 � I j I I Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D AADRAWD\2017\17080':Youngs&48 Gas\17080 Southold Gas.cck Page 2 of 21 I 1 COMcheck Software Version 4.1.5.1 Interior L'ghting Compliance Certificate Project Information Energy Code: 93.1 (2016)Standard Project Title: 4 5450 County Road 48 Project Type: New Construction. Construction Site: Owner/Agent: Designer/Contractor: 45450 County.Road 48 Eric Nicosia, R.A. Southold, NY 11 71 P.O. Box 879 Rocky Point, NY 11778 631-928-4456 Allowed lnterio r Lighting Power A B C D Area Categ Dry Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail 2400 1.06 2544 Total Allowed Watts= 2544, Proposed Interi or Lighting Power B C D E Fixture ID:Description/Larr ip/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. I-Retail LED 28W2X2 LAY IN:LED Other Fixture Unit 28W: 1 2 28 56 LED 461N 2x4.LA IN:LED Other Fixture Unit 46W: 1 18 46 828 LED 13W FLUSH MOUNT,SEALED:LED Other Fixture Unit 16W: 1 5 13 65 LED 18 W 6"REgESSED:LED Other Fixture Unit 16W: 1 11 18 198 Total Proposed Watts= 1147 Interior Lighting Compliance Statement Compliance Statement: The proposed int rior lighting design represented in this document is consistent with the building plans, specifications,ani other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet pthe 90.1 (2016)Standard requirements in COMcheck Version 4.1.5.1 a d to comply with any applicable mandatory requir'ments listed in the Insp6ction Checklist. Eric Nicosia, RA. Name-Title I Signature �� COs Date �9 0. TA 024575 Q� pF NE� I I i Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D\AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 3 of 21 i i J I j COMcheck Software ftware Version 4.1.5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Tide: 45450 County Road 48 Project Type: New Construction Exterior Lighting Zoe 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 45450'.County Road 48 Eric Nicosia,R.A. Southold,NY 11971 P.O.Box 879 Rocky Point, NY 11778 631-928-4456 Allowpo Extiark r Lighting Power A B C D E. Ara/Surface Category Quantity Allowed Tradable - Allowed Watts Watts/Unit Wattage (B XC) Front Entries(Entry canopy) 75 ft2 0.25 Yes 19 Total Tradable Watts(a)= 19 Total Allowed Watts= 19 Total Allowed Supplemental Watts(b)= 400 (a)Wattage trad offs are only allowed betwe an tradable areas/surfaces. (b)A supplement al allowance equal to 400 wafts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed ExterJor Lighting Power B C D E Fixtur ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Front Entries Ently canopy7 :Iradat ileWattage LED 28W FLUSH(MOUNT:LED Other Fixturf Unit 28W: 1 1 28 28 Total Tradable Proposed Watts= 28 Exterior Light!rt�g Compliance State ent Compliance StateTent: The proposed ext .!or lighting design represented in this document is consistent with the building plans, specifications, and other calculations sub fitted with this permit application.The proposed exterior lighting systems have been designed to meet fhe 90.1 (2016)Standar, requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requir ments listed in the Insp ction Checklist. Eric Nicosia,RA. ell �1�1_ -Z C7Z6Z1 Name-Title I Signature . S�9 Date C� �44 `s 1 co 024575 ®F NE.� I t I Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:WDRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 4 of 21 1 COmc' heck Software Version 4.1.5.1 r Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Title: 45450 County Road 48 Location:. S uthold, New York Climate Zone: 4 Project Type: NIL Construction Construction Site: Owner/Agent _. Designer/Contractor: 45450 County Rad 48 Eric Nicosia, R.A. Southold,NY 1171 P.O. Box 879 Rocky Point, NY 11778• 631-928-4456 Mechanical Systems List Quantity Systerrli Type&Description 1 HVAC, Iystein 1 (Single Zone): Heating 1 each-Central Furnace, as,Capacity=120 kBtu/h Prosed Efficiency=80.00%Et Required Efficiency: 80.00%Et(or 78%AFUE) Cooling 1 each-Split System,Capacity=60 kBtu/h,Evaporatively Cooled Condenser,Air Economizer Proposed Efficiency=12.10 EEF,Required Efficiency: 12.10 EER +12.3 IEER Fan SyE tem: None 1 Water F eater 1: Gas Sto.rage Water Heater,Capaci :75 gallons,Input Rating:75 kBtu/h No m riimum efficiency requirem nt applies Mechanical'Co pliance Statement Compliance State ent.- The proposed mechanical design represented in this document is consistent with the building plans, specifications,an other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet he 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 nd to comply with any applicable mandatory requir ments listed in the Insp ction Checklist. Eric Nicosia, Name-Title Signature OSS J. Date 9 • �(P-9 02 5 �� 45T OF NES • 1 , { 1 I i t � 4 I Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:kAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 5 of 21 I i t i i , �COMcheck Software Version 4.1.5.1 Inspection Checklist p , Energy Code: 9d.1 (2016) Standard Requirements) 98.0% 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, th;e user certifies that ac ode requirement will be met and how that is documented, or that an exception is being claimed.Where compliance ii itemized in a separate table, a reference to that table is provided. SeCtl0li,v „t,r ✓. _1, pi3nR@!%IeW ,.c�,n r.�� ems, c;,.COmnIIE:S?•�'";.,:-'F;"i':- 3 y� ;,i�r., s s- ,ts,.., ,g,_ :s. _v�1 s, n za= ra-a a.vz� .. „ ,�, ,•Y ,�,rF t,, .a•�.<.�� ts;,;%.i.•�``�{+`�" 7=:c,K.,.t ^KQy� ,.�?:k.�:, - :4u :,.i,., :uta - <ic;.,Pq„w x;�:^.-r' ....tu.,,.xt• t••�,,.y�r=�.a,..��t==,� `''•,W �>_r:,_„�r : xM pal_..7'tz._ i..;:I_Au,'?{'yicb :..�: r:,v� ;;r,.., _,.:�.:,.t *4:pY",.i %S,. ,.e-,F4., e ,:1:.,: '�.�;,.�,. ..,r,:':i'^` .�"i�=F r.k t:?: osiy .�kS ,'.�'`.r:,rs�.4•°., €.,,ti,,,. �... v, ��f�.:r.�,:\'�,�4 N,„.,,,�'��a:�+n,•r:•:ss�',5::.;�;S� �� ?��...�� ;�. �"�na �m' .ei•;, �,.�"..7!' ..:*-;'r';4c{�.r.y..�A,�• ,� �✓�..,,�f,_ F�, t„ri•,:,�'"N .,.,,.,.-.,_ s ..., .. .. .:� - rvY..`Ja.l3.�::. . ,•r'"h...`�'e n,A'�?'�h:.ate*Fa1td s�a,.,<�fi�r��'z ee<.,'aw+,'.,�? ..ts..,� ,xz,+. 'a"�,:+��L;��.�,r�(*t {�9..��i�a'�'7 �a 4.2.2, Plans and/or specifications protide all ;❑Complies ;Requirement will be met. 5.4.3.1.1, jinforp ation with which compliance :❑Does Not 5.7, 1 can be determined for the building +Location on plans/spec: ENERGY CODE REQUIREMENTS [PA 1 envelape and document whey ❑Not Observable SHEET&SECTION. exceptions to the standard are ;❑Not Applicable 1 claim4d. 4.2.2, I Plans,specifications,and/or ;[]Complies ;,Requirement will be met. 6.4.4.2.1, 1 calcul tions provide all information ❑Does Not 6.7.2 with virjhich compliance can be 'Location on plans/spec: ENERGY CODE REQUIREMENTS [PR2]1 ;deterr iined for the mechanics ;(]Not Observable;SHEET systeris and equipment and ;❑Not Applicable document where exceptions tc the ; (stand rd are claimed.Load I calculptions per acceptable ; lengin4ering standards and ' handbpoks. 4.2.2, iPlans,ispecifications,and/or I ;❑Complies ;Requirement will be met. 7.7.1, Icalculltions provide all information ❑Does Not 10.4.2 )with W+ich compliance can be :Location on plans/spec: ENERGY CODE REQUIREMENTS [PR3]1 I deter °pd for the service wa er ❑Not Observable:SHEET heatinmrie 1 g systems and equipment and ;❑Not Applicable !docu ent where exceptions t the ! lstand4rd are claimed. Hot wat r 1 system, sized per manufacturer's (sizing guide. ' Plans, pecifications,and/or ;❑Complies :Requirement will be met. $ 1 calculations provide all inform tion ❑Does Not &4:`' *" ' with which compliance can be �❑Not Observable determined for the electricals stems ; ' :❑Not Applicable and a uipment and document here I exceptions are claimed. Feeder ' Gonne tors sized in accordancwith ; approved plans and branch circuits ; t. � �.`�sized r maximum drop of 3%J , 4.2.2, 1 Plans, pecifpcations,and/or I ;❑Complies ;Requirement will be met. 9.4.3,9.7 1 calcultions provide all information I❑Does Not [PR4]1 with w�ich compliance can be Location on plans/spec: ENERGY CODE REQUIREMENTS a '❑Not Observable ;determined for the interior ligh ing :SHEET and electrical systems and eqpment ;❑Not Applicable I and ddcument where exceptions to ;the stEndard are claimed. Inforjmation provided should include interior ; ,lighting power calculations,wattage of bulbs and ballasts,transformers and controli devices. ; l � I i y i 1 High Impact(-flier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:\AADRAW13\2017\17080 oungs&48 Gas\17080 Southold Gas.cck Page 6 of 21 i i i t I........................ e Xs�&§' urn . 1,021 1,&0, 4 Q='S 9.7 Plans,specifications,and/or :LJComplies :Requirement will be met. [PR8]1 i I . inform tion -]Does Not Icalculations provide all T- with which compliance can be :Location on plans/spec: ENERGY CODE REQUIREMENTS deterined for the exterior :[-]Not Observable:SHEET I or lig ting �SHEET and electrical systems and eq ipment :[]Not Applicable and d cement where except! s to !the st nulmard are claimed. Info-mation provi ed should include exteri)r IlyflLing power calculations,wz ttage of: bulbs land ballasts,transforme s and ;cont I devices. 6.7.2.4 Detail,z-d instructions for HVAC 10compues :Exception: Requirement does not apply. [PR5]1 systems commissioning includ 2d on :E]Does Not I the plans or specifications for projects >=50000 ft2. :[]Not Observable T-Not Applicable AddlitiOnall Coniments/Assumptiorls: 1 High Impact(Tier 1) Ng Medium Impact(Tier 2) 1-� 4.1 Low impact(Tier 3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:\AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 7 of 21 1 S � Section Footing/`Foundation ' Plans\/er�f�ed Feld Verified Comme is Assum tion ICC e: I z lanspect�on; Min; ffWIN Installed below-grade wall R- R- ; SeetheEnvelopeAssemblies insulation t e and R-value I ❑Does Not ;table for values. YPconsistent with insulation - specifications reported in plans ;❑Not Observable P ; - and OMcheck re orts. ❑Not Applicable Installedslab-on-gradeinsulaq'ion ; R- ; R- ;❑Complies ;See the Envelope Assemblies e and R-value consistent vJith ;table for values. u ❑ Unheated ;❑ Unheated ;❑Does Not insula'tionspecifications reposed ❑ Heated ❑ Heated in pla s and COMcheck reports. ; ,❑Not Observable ; - :❑Not Applicable X8: 2 •Slab dge insulation installed er • :°; .'.'~ ,ate y�• � ❑Com lies ' mana'acturer's instructions. w• i ,_ P Requirement will be met. .�, Yom`' 'kms` ❑Does Not zy Location on ;Locat' n plans/spec: ❑Not Observable BUILDING SECTION ❑Not Applicable - , Edge insulation ; ft ; ft' Complies ;See the Envelope Assemblies f depthlength. :❑Does Not table for values. :,[]Not Observable ; :❑Not Applicable 5.8.1.7 ;Exteri r insulation protected Yx ` `< ` 1 P , v -' F• ❑Complies ;Requirement will be met. [F06] �against damage,sunlight, "�. =�" �•. ..: ;. ❑Does Not moist�re,wind, landscaping and �_=A'' ` � `�.-},� .��•ry. '' ` ' :Location on plans/spec: !equipijnent maintenance a :_ t ❑Not Observable 'NONE activit'es. = ,.,L_ `- �f' o�:x�„•;s� � 5.8.1.7.3 j,Insula ion in contact with the ❑Not Applicable `` . { ;�� - [F07]1 ;groun�has<=0.3%water ❑Complies ;Requirement will be met. � � - 5 , .- ,> j absor�tion rate'per ASTM C27 =` ' � � >'�;. � .�``" :Location on ❑Does Not V a ". j ❑Not Observable ENERGY CODE lens/spec: ❑Not Applicable ;REQUIREMENTS SHEET& a - SECTION �4ks Freez protection and snow/ic melting system sensors for fut Lire ❑Complies i Exception: Requirement Gonne tion to controls. ❑Does Not does not apply. ❑Not Observable ; ❑Not Applicable :6`4Bottorff surface of floor structures: R- ; R- []Complies ;Exception: Requirement <) (: � y�mcorp�rating radiant heating ❑ does not apply. Y3 Does Not ...:: R-3.5. . "< it insula ed to>_ a .a ; ❑; Not Observable - See the Envelope Assemblies I�; '� �❑Not Applicable table for values. Additional Comments/Assumptions: i 9 j F 1 High Impact(Tier 1) Medium Impact(Tier2) :_ } Low Impact(Tier 3) Project Title: 45450 County Road 48 ; Report date: 02/09/21 Data filename: D:\AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 8 of 21 I S i min 'ildn e ra !,�Field,V wif! . ..... �Ic �'.t_fjvii 1, 6aom y ijctl K d"; tor-built and site-assemble' d ,,",.'JFac , : "I I __ ElComplies ;Requirement will be met. IER'll-11�'I.O.,"),-il...��d�i'j fenestration and doors are es or certified as meeting air . 04" labeled leaks d e requirements. Vesti6ules are installed where Exception: Doors that open building entrances separate directly from a space =3000 conditioned space from the ;ft2 and separated from the L�'�Iexteribr,and meet exterior �building entrance. EINot Observable envel pe requirements. Doors []Not Applicable haveelf-closing devices,and are =7 apart(>= 16 ft apart f r adjoin ing floor area >=40000 V All azx sq.ft.) Vestibule floor area <_7 -9.50 sq,t.or 2percent of the adjoin ng conditioned floor area. 5.5.4.3a Wertic I fenestration U-Factor. U_ U_ Complies ;See the Envelope Assemblies [FR8]1 TIDoes Not table for values. iElNot Observable []Not Applicable 5.5.4.3b ;I Skylig t fenestration U-Factor. U_ Ur iElComplies See the Envelope Assemblies [FR9]1 ;E]Does Not table for values. []Not Observable TINot Applicable 5.5.4.4.1 Vertical I fenestration SHGC val6e. SHGC: SHGC: 1EIComplies [FR10]1 See the Envelope Assemblies ;See Not table for values. []Not Observable ,PNot Applicable 5.5.4.4.2 1 Skyligl it,SHGC value. SHGC: SHGC: ;E]Complies See the Envelope Assemblies [FR11]1 :E]Does Not table for values. �,E]Not Observable PNot Applicable Fenestration products rated (U- Requirement will be met. OComplies ac M 55'10 -f tor,SHGC,and VT) in tvNU gn DDoes Not "M' iffi. accordance with NFRC or energy 2--!. code defaults are used. V EJNot Observable 2 EINot Applicable W 5.8.2.2 1 Fenesttation and door products ElComplies ;Requirement will be met. [FR13]1 are la t eled,or a signed and E]Does Not dated :ertificate listing the U- Not Observable factor,SHGC,VT, and air leakage El !rate has been provided by the "T =fir ❑EINot Applicable manu6cturer. Im I U-fact6r of opaque doors U_ U_ :LJComplies See the Envelope Assemblies associated with the building table for values. C6 E] Swinging El Swinging ;E]Does Not a A-g� thermal envelope meets ❑ Nonswinging E] Nonswinging ;[--]Not Observable-: requir ments. UNot Applicable 5.4.3.1 'Continbous air barrier is ;Exception: Requirement ElComplies [FR15]1 iwrapp6d,sealed,caulked gasketed,and/or taped in an E]Does Not :does not apply. E]Not Observable ; approved manner,except in ;Location on plans/spec: :semihe'ated spaces in climateE]Not Applicable ENERGY CODE ;zones 1-6. Y . ;REQUIREMENTS SHEET Additional Co j ments/Assumption 1 5: T : 11 High Impact(Ter 1) Medium impact(Tier 2) LOW Impact(Tier�3) Project Title: 45450 County Road 48 I i Report date: 02/09/21 ts Data filename: D:WDRAWD\2017\1700 Iyoungs St48 Gas\17080 Southold Gas.cck Page 9 of 21 i 7 i i t i t I I j } } . I t i jI t 3 2 S I i ( I i I i i f s i i I f i i I � i i I I 1 High Impact(Ter 1) 4 Medium Impact(Tier 2) 53 Low Impact(Tier 3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:IAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold G'as.cck Page 10 of 21 I i I I i `Secfiion p�#. Plumbing Rough In lnspgct�on Complies? Comments1/6►ssumpt4ons c,d,'3' jS. - -.., -__..-.,r,*�"{{:a'u .. ;a!tk ";tYcn.-° :k,`F'.+.;,.!��`�.�� ,� :fr,,:.Gi .nl,,.k,xn bn^�,l`! <•"Y". ,, sp`5.'t' ;,fin•;;;^vjy`F4'�€ �" 3 Temporature controls installed on ;❑Complies ;Requirement will be met. service water heating systems :❑Does Not (<=120°F to maximum temperature :Location on plans/spec: ENERGY CODE REQUIREMENTS for intlended use). :❑Not Observable SHEET ❑Not Applicable Heat traps installed on non-ci'culating ;❑Complies ;Requirement will be met. ,F;,gig , `I E-4,,15 VAR 4 storage water tanks. ❑Does Not a art, , N >' 1, ' K. ;P ❑Not Observable i❑Not Applicable r ' Additional Comments/Assumptions: s 1 + 1 High Impact(Tier 1) g'-fl Medium Impact(Tier 2) -3 Low Impact(Tier 3) i Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:JAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 11 of 21 1 f _ •,section=:" .::.:: .: ... .._� >- .. . - - - - - Mechanical:R ou h-1n` :�Pla ns-V "r - e ifi `d.' 9 ;I:� e :Fie - r.. Id Verifi zr k. :f.. Y" -In C.OM 3::60• s ctidn,.,,,,.�:.�-:,�.,:.,_.,.. �... �.1,• x-�r;" .P mmerits Ascii t:.. _P m -Aons>i. r�'" y-. - - ��.�.n „+y"':.., :::£'.'r.iCn,`r;:?J>:.c"• 9 =h;P'f. �....�' usL,c%'#,w ",-�'.,u:::�.,.., ��>a, ,^' -r:.s; - "a•• .:�:'.7. ,M1 z .- yx.. ,x':. ;;a;:.;dt i' .r. -�'L;•a' .i�_d„ ls;' e�.ix, ::St= `.f,:: P�'° .y.r�. .:�.;� ,.�.4 .7•„ 7 d.sG„a:. "s'+,,,, .,:s> .,, � .;�'�'•„a's, 'b::w�,., - ...�fr�,i�%uw?`',• �F'��,1,t 4.�u„t.ti;°n n ,°- HVAC equipment efficiency ; Efficiency: ; Efficiency: ;❑Complies ;see the Mechanical Systems list ._.,. 4 ., SM,rte' verifiad. Non-NAECA HVAC [ ;❑Does Not for values. equipment labeled as meetin f ; "fIMAr 90.1.3 g ;❑Not Observable I ' = E❑Not Applicable 6=4 `4jStairandelevatorshaftvents u0`}'h" ❑Complies ' Exception: R eq uirement[MF )� rs thate ❑Does Not does not apply.tauo aticall close. ❑Not Observable -s ❑Not Applicable Outdoor air and exhaust syst ms e. a•.:y z ❑Com lies Exception: Gravity dampers have'motorized dampers that 1 [;MES4jJr== automaticall s � ❑Does Not :acceptable in buildings 3 but when not i �• ° ��;' '� �',�,• `" � g x „ :_':•.,,t l Y I r ,. t. :stories. a,"`Quse afind meet maximum leakage fi, ria' h :.s � s -„ ❑Not Observable ; t = rs „r rates.Check gravity dampers ❑Not Applicable Location on plans/spec. whey allowed. ; : ; a. x _- ENERGY CODE ;REQUIREMENTS SHEET 64x3 45"3 Enclosed arkin arae Tr* ` . "cation has g garage x ' �” p ❑Complies :Exception: Requirement ventil s automatic '^, ,Y4ryx� 'jcontaq'ry�•inant detection and ❑Does Not :does not apply. 4 capacity to stage or modulate ��fi � ° �n,� 5 �� ❑Not Observable ; fans tb 50%or less odesign ❑Not Applicable lf g ��.?� ,� >l� ,o�. �� PP , r =capacity. «s G'434E ;.Ventilation fans>0.75 hp hav � = ❑Complies Re uirement will b auto atic controls to shu 4, '. ��' �” %�'�;� q e met. t off an lwhen of required. s '' µ ❑Does Not ': sf j t :Location on plans/spec: rva Not Observable°f : } >> - y-❑ ;ENERGY CODE - �� -' ;•v ❑Not Applicable ;REQUIREMENTS SHEET 6.4.3.81 1 Demand control ventilation Y ' ❑Complies :Requirement will be met. [ME611 provided for spaces>500 ft2 and :. ` ` -° " ' • ,�>s::..' —Does Not >25 0ople/1000 ft2 occupant ,{ •; • ° ,�'.°° . _ Y. `Location on plans/spec: ec• density,' and served by system ° <.' £ F " ' ". ❑Not Observable ; P !with air side economizer,auto Y' d' ,ENERGY CODE �moduhatin - ❑Not Applicable REQUIREMENTS SHEET ` g outside air dampe _ ..- . :.'` 1 = control, or design olairflow g ow>3,0 0 �'�� -A �- � • £B DX cooling lin systems>_ = 9 Y 75 kBt /hLL �.,' ' � ' - ❑Complies ;Exception: Requirement( 5 kBtu h effective 1/201 T D es not apply. and c filled-water and j ❑ oes Not do I Or evaporative cooling fan motor +7r �; ��f ❑Not Observable ' P .� - �„� Y� See the Mechanical Systems list i >=1/4 designed to vary supply rT :; ❑Not Applicable for values, fan ai ow as a function of load : - `and c mply with operational =f: requirements. ,.^ '+ -.u. ... •;k.: `ref,i:•a h.;P�<.T�"S..4T\ .F� JW;" nit',9� �yto.: ,Insulation exposed to weather <`_ ” _ , P . ❑Complies ;Requirement will be met. 3, Does Not EQNl7J�,u .< protec�ed from damage. , �� `: x .. ❑ Y lnsulat+ion outside of theW-111 conditioned s ace and associated z �� ,s El Observable 'Location on plans/spec: .s, I p , . ENERGY CODE with cooling systems is vapor ° F' ..>: } T. . " `❑Not Applicable ;REQUIREMENTS SHEET . � _ "M retardant. y ,"� � ?�fK. .."a,Tr; � HVAC ducts and plenums R- n � P � I R- ,❑Complies ;Requirement will be met. >ri V insula ed per Table 6.8.2.Where ; �M=„- ❑Does Not educts or plenums are installed in 5�' P Not Observable I Location on plans/spec: �_ x or under a slab,verification may ; ;❑ ;ENERGY CODE « = : need to occur during Foundation ; UNot Applicable ;REQUIREMENTS SHEET Inspection. s. HVAC piping insulation thickness. , in. in. 1EIComplies Requirement will be met. 91 Where3piping is installed in or Does Not under a slab,verification may :Location on plans/spec: . ; ;❑Not Observable ; need to occur during Foundation ,ENERGY CODE InsP ec ion. ' ' 1❑Not Applicable 'REQUIREMENTS SHEET I I I i ! 1 High Impact(Ter 1) =2 Medium Impact(Tier 2) ; Low Impact(Tier 3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: DAAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 12 of 21 i a i Mechanical'Rqugk In Plans Ver�fietl Field-Verified: ' �:. < x.<7 Co`m lies:,r. Comments AsS :ectioia»<_ ,.� Y.A ;. >> ,t` P... Nm :tions s .�;�. ,,r ..�., a liiert ...1_.�_,.�� ;ry' _.,rr: .�- , .:.. ,•P. t._ �. a ue„ �, 4.6 sr. . `u8kt -.✓_-:v. •>!. r":;�' � 'z•�:+a-.,.,ut-t:=: .::-5'§�., �:�..,.:n�/.• .caFt�F..- >ry�.. �IC.' 'E �' �.,-..sit }•x,.�.;a,.:.s�.,,fm' 2k: �, !� as i7+,. J ,..jfs.f, ... .. x�� s�••:,_,,,•' xx, . ��u .�..�.:she §,%:.��s"r;"FS 14e' Thermally ineffective panel H aY`' � ' My E" ❑Com lies E p ;Exception: Requirement ME � { ,Isurfaces of sensible heating ' 4 ='tanels have insulation >= R- ❑Does Not :does not apply. p 3.5. Not �❑ Observable ❑Not Applicable sa4 2 Ductsjand plenums having • " s M .� ❑Complies ;,Requirement will be met. [',. R �, �,pressure class ratings are Sea ? ❑Does Not 1 _ Class construction. _ ^y., ❑Not Observable ;Location on plans/spec: ' _ 9. t R❑ ,ENERGY CODE Not Applicable ;REQUIREMENTS SHEET A� -tv,� t � x 611 Electrically operated DX-DOAS rd a w ❑Complies 843 $ 1. units meet requirements per r -]Does Not G � '� Tables 6.8.1-15 or 6.8.1-16. � J ❑Not Observable `I y}° 3 11 * ❑Not Applicable 69_ 2=n" Ductwork operating >3 in.wa er _` f - ❑Com lies 11- ~4§d - �,_ P Requirement will be met. I:MIa?? rcolum' requires air leakage = x c . d•. �° a ❑Does Not » :. Wk;cl testinT •��'a� .� ��' . " %�.� ° �' :Location on plans/spec: F.; .: R.; .� + „• .,'i €. ❑Not Observable +;ENERGY CODE ❑Not Applicable PP :REQUIREMENTS SHEET Dehumidification controls r- d M „ ❑Complies ;Requirement will be met. ['Mt l9 provided to prevent reheating, " A � . m, ,�„_��, ��,. �, . ; Does Not N$u4i recooling, mixing of hot and c Id � ;�,,};,.,.;,4:�=�•;rt' g ��: _ '��, �� ,�� >. ,�-��: Location on plans/spec: airstreams or concurrent heati ❑Not Observable g r ;ENERGY CODE N and cdoling of the same fi, ,, d' ❑Not Applicable ,} ;REQUIREMENTS SHEET. airstrelam. .' n . : 6'Sw X4:1 Humidifiers with airstream a: Ell, plies Exception: Requirement IM68j;; °r=�moun•ed preheating jackets h ve sous ❑Does Not does not apply. u �;��;�"3��z`*'��:-:�;.:° prehe�t auto-shutoff value set 14 activaa when humidification i �' a fr, ❑Not Observable , not required. "•. = able ! Via, �-r �.� �z r•._ I Humidification system dispersi n ra, ❑Complies ;Exception: Requirement y[M6�131tube hot surfaces in the •��"F':r,�� .��.;;ILL ..�•,,,' � � =: � '�,:❑Does Not 1 does not apply. 1 airstreams of ducts or air- r „ ; handling units insulated >= R- ❑Not Observable v ; .5. w� � ,.. b 'E. = :r" ❑Not Applicable Yz�'iara:��i .0 fit°• ".�«°� z� °M °2:s5f -j Preheat coils controlled to sto 5 'f ❑Com lies q �' `r _'� s P I:Requirement will be met. heat otput whenever "' ° ` •'r '❑Does Not ,yamechanical cooling,including - :Location on plans/spec. ec: econo j 1z operation, is actio ��- ❑Not Observable P p �� ;ENERGY CODE. ❑Not Applicable ;REQUIREMENTS SHEET 645;2 fry :;Units t at provide ventilation a rn #` f' �. ; �" r ❑Complies Exception: Requirement ME106 �r to multi le zones and operate in P P y ❑Does Not :does not apply. §- Wconjunction with zone heating "! „ „ ¢ - "" ,^• i t s ` �� Not Observable a;and cooling systems are r _ ' 4 �' ❑ ;Location on plans/spec: prevented from using heating Qr � ❑Not Applicable ;ENERGY CODE heat recoveryto warm supplydr a, � _ °. -;Vt above'S0°F when representative � REQUIREMENTS SHEET '+buildin{p loads or outdoor air temperature indicate that mos zones , errand cooling. � �. *, x•,�rtx�` � . `�*��'"a + :iF.v > X3' C Y'. ti,Ty'f sJan Multiple zone VAV systems wit : ❑Complies :Exception: Requirement ��:.'f [ME42j3 DDC of individual zone boxes ;; >" 4� =' ❑ does not apply. Does Not have static pressure setpoint +resetControls. x - = ar�M `_ ❑Not Observable ;See the Mechanical Systems list s,. �„ 'r. I ❑Not Applicable for values. 'ya<, VAC pumping systems with >— ,,w, :Exception: Requirement j Complies 513' �i3 control values designed for 5F ❑Does Not does not apply. k 3variaW fluid flow(see section details [:]Not Observable ❑NotApplicable 1 1 High Impact(Tier 1) it}Medium Impact(Tier 2) >3:, Low Impact(Tier 3) Project Title: 45,450 County Road 48 Report date: 02/09/21 Data filename: 0AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 13 of 21 i i Mechanrcal`Rou h-ln'." `Plans V n' s 9; efifretl F.ieid Verif�e q .t °.�•> `:Iris'e" .� �-..z C ments,Ass' m. I, `�;� ;n;,-3- .P .. ,:�;� e�rh ��:�- <Var%r wry__ a..;,•.,,.._ :,:.,,. ,�,.,,-, 3... _�,v; r`.St• f1'�"�?� ,..v :�.� ,':i; .c� R% „r, e 4.y.,•a;�y�rl^-s�.a v '�e. .Q �rS`:, f.'4'Y. .%.i.' _ .^�, yl --;{ .Y;+=,,cN 3si':n`� •,,ve.„rr.`;..,h- tE=r -:r<-Rte,.•„” r.?r'4:::-9 nx, -'#.e azz.. ,r, y ri ."S„7 F r a.-• ^1;t','`� ;' ".�.'v,vs; -,7Eieza.-3'��f.,4;?tx�.:"'.•xtr+'�;�.�, Gas-fired water-heating ' _ ❑Complies Requirement will be met. s equipment installed in new = .. x M'- ❑ • ?, �buildiipgs:where a singular pi ce ;~ DOeS Not of water-heating equipment> - x - '` h ❑Not Observable 1,000 kBtu/h serves the entire n. ,. _•. - ^ *'_ ❑Not Applicable buildiig,thermal efficient � ,_., ; =^- - •"�`""' - ' - �" + be>1 90 EtWhere ymst . .��n. ere multiple piece of water-heating equip .ent serve the building with mbined rating is>= 1,p00 . �kBtu/It the combined input- capa'ty-weighted-average r . therm al efficiency,thermal y '.efficiency must be>= 90 Et. : Exclue input rating of ` 'equip ent in individual dwelli ig units.and equipment<= 100 ,rx kBtu/ . 6.5.6.1 ,Exhaust air energy recovery o >' . [ME56]1. Isyste 1 s meeting Tables 6.5.6 1- '° ' `.. ' ❑Complies ,Exception: Requirement ❑Does Not :does not apply. I1,anc 6.5.6.1-2. Y ❑Not Observable ; "Nut—Applicable, r. .,. Kitchin hoods>5,000 cfm have d;.; -, make]up air>=50%of exhau t = ❑Complies Exception: Requirement P , , air vo me. ?' `[]Does Not +does not apply. ❑Not Observable ❑Not Applicable WS. 12, `I,—R Appro ed field test used to =r n ❑Complies Exception: Requirement q93 evalu to design airflow rates �Y _ ❑Does Not ',does not apply. = j ,¢ .and dgmonstrate proper capture V ' and c ntainment of kitchen �f .y ❑Not Observable r?,; ;exhau tsystems. ` ❑NotA Applicable w -. J..- PP able + z Unen osed spaces that are a ❑Complies Exception:Requirement -, heate use only radiant heat. ❑ .does not apply. d Does Not + ❑Not Observable ]Not Applicable Y6.5.9 I Hot gds bypass limited to: <=?40 '_• Fes, ❑Complies ;Requirement will be met. [ME35]1 i kBtu/F -15%>240 kBtu/h-10% ... . i ❑Does Not : .._, ,,t %� � - x' ;� . y ' .:•: Location on plans/spec: ❑Not Observable +ENERGY CODE �Q F ❑Not.Applicable :REQUIREMENTS SHEET t ^� Servico water heating equipment ❑Complies , f- meets efficiency requirements ` �� ''• ❑Does Not ❑Not Observable ❑Not Applicable Heatin` for vestibules and air ' " ` =r .,❑Complies ;Exception: Requirement curtai s with integral includ automatic control ❑Does Not :does not apply. s that _ ' ,� . F'* „ shut off the heating system when `: " ': '' El Not Observable 'g outdoor air temperatures>45F. * ❑Not Applicable �, '; Vestibule heating and cooling ° systems controlled by a ' �• ; .: 'thermostat in the vestibule with heatinsetpoint<= 60F and > caolinTset oint>=80F. ' 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 451450 County Road 48 Report date: 02/09/21 Data filename: D:\AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 14 of 21 I .,.....-Meehan�caF<.Rou g s:PlansVerifi d� �F' - � geld%Verif` .Y. .��._�s.lns a ,�-. ..<�,�� -.��< s. <�CotmmantsA'".` �, Ct�on..k ,_�. .-.x ;:�,�s. ...p.: P... :.: :. b,: .�,., Valu ...,., •.,_: _.- ., �.., �,. .,.:ar-• ._ ;-,. ,..yam:..,r,. -;: .:ib, ,. ...._..9._,... ^.�., k..+..��••c..Y...,.n..r.�iA ,,..._.,<;._ 3t7 .S q,�r;.-,:5,"M:r:.i� :s- ?�.�;:=^,.z, .J rr. ws�:•�,e•:�.a.-.- 4 y, "�'�i"4 „v�* "�-.-�•'-w. <at�'•�,.i.�,*„y`` r'•' sia[26��.a,h � i,.TJ".: Doorsseparating..c r wa4, se g onditioned - �: I ��, �� 3 ,,. �;��r-: ❑Complies ,Exception: Building NIE73): t;<space from the outdoors have ��'�� ° . ❑ :entrances have automatic controls that disable/reset I • `'' '" a Does Not devices. sfheati''g and cooling system when y :,. t h " ❑Not Observable closing F" . open I 5x� T, ONot Applicable j Location on plans/spec: ENERGY CODE g :REQUIREMENTS SHEET& ;SDOOR SCHEDULE Additional Comments/Assumptio s: i 1 High Impact(Ter 1) Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: 45..',450 County Road 48 Report date: 02/09/21 Data filename: D:'AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 15 of 21 i I I 5ectIon # �Rough In�lectr�cal Inspection < Com Ues� 3 � ' -�- � ,� t p , Comments/Assn ption + �!.>Re`nflD`�,I,.. �F rst�.�w.',;?'..;`��..r�'tr ,";3�r:�� ;r t�a�"ir �`.:{�{,�.�;�.�. c�� :�5 c.�°��w..a•,,�,c:.r,-R.��. �t,t�tar "r.kF�:r--�mi� �c. � "°,�`�-,,,t'7 a i� 'r-_. At least 50%of all 125 volt 1 and ;❑Complies ;Exception: Space type is not private office,open office,or SON"', Val 20-Amp receptacles are controlled by ❑Does Not computer classroom. _-.' �9:1,10011' an adtomatic control device. '❑Not Observable :❑Not Applicable New t)uildings have electrical energy ;❑Complies ;Exception: Buildings 25,000 ft2. r % user ieasurement devices installed. :❑ Whe p tenant spaces exist,each Does Not ;❑Not Observable; tena t is monitored separately. In �.' ,build gs with a digital contro system ;❑Not Applicable M' the aergy use is transmitted to to' ' control system.and displayed- gra4cally. Auto a atic control requireme is ❑Comlies p ;Requirement will be met. prescribed in Table 9.6.1,for he 1❑Does Not v r, appropriate space type,are ir stalled. ; :Location on plans/spec: ENERGY CODE REQUIREMENTS Mandatory lighting controls(I beled :[-]Not Observable, SHEET . as'REQ') and optional choice ontrols ;:F-]Not Applicable (label d as'ADDl'and'ADD2)are o- imple ented. F{r`s r,.iM1 IndePindent lighting:controls nstalled Complies Requirement will be met. per approved lighting plans a d all ❑Does Not manu I controls readilyaccessible and: Location on plans/spec: ENERGY CODE REQUIREMENTS visible to occupants. ;❑Not Observable;SHEET&SECTION . �b°r ' ;❑Not Applicable 9.4.1.1f ;Daylight areas under skylight and ;❑Complies ;Exception: Requirement does not apply. [EL13]i 1 roof monitors that have more :han :❑Does Not 150 V combined input power or geher I.'lighting are controlled by ❑Not Observable; photo ontrols. :F-]Not Applicable Automatic lighting controls for exterior;❑Complies ;Requirement will be met. lighting installed. �❑Does Not :[--]Not Observable:Location on plans/spec:TIMER CONTROLED EXTERIOR .- ❑Not Applicable :LIGHTING PER SITE PLAN 9.4.1.3 l Separate lighting control devi es for ;❑Complies ;Requirement will be met. [EL4]1 specif c.uses installed per.approved T❑Does Not llighti g plans. Location on plans/spec: ENERGY CODE REQUIREMENTS 1 ;❑Not Observable;SHEET j❑Not Applicable 9.6.2 ;Additi nal interior lighting power ;❑Complies ;Requirement will be met. [EL8)1 fallow dfor-special functions p 2r the :❑Does Not Iapproted lighting plans and is Location on plans/spec: NOT APPLICABLE automatically controlled and ;❑Not Observable 1 separ ted from general lighting. ;❑Not Applicable L!�!:' Electric motors meet requirements ;❑Complies :Requirement will be met. wherel applicable. ;❑Does Not ' ❑Not Observable;Location on plans/spec: ENERGY CODE REQUIREMENTS sP Y ; ;SHEET 1❑Not Applicable Additional Co ments/Assumptio �s: 1 1 a Jj i a 1 } s 1 High Impact(Tier 1) ,' Medium Impact(Tier 2) 3t Low Impact(Tier 3) Project Title: 4450 County Road 48 Report date: 02/09/21 Data filename: D:'\AADRAWD\2017\17080Youngs&48 Gas\17080 Southold Gas.cck Page 16 of 21 i i Section feriffel" t t K LA RU 4.2.4 Installed roof insulation type and R :E]Complies See the Envelope Assemblies [IN2]1 consistent with insulaJon ❑ Above deck E] Above deck ElDoes Not table for values. specifications reported in plar s E] Metal E] metal !and COMcheck reports. For so me bNot Observable I Attic E] Attic ceiling systems,verification may T]Not Applicable Ineed to occur during Framing llnspeetion. 5.8.1.2 Roof insulation installed per ' i ElComplies Requirement will be met. 5.8.1.3 ,manufacturer's instructions. A [IN3]1 I Blown or poured loose-fill E]Does Not 'insulation is installed only wi []Not Observable ;Location on plans/spec: ENERGY CODE the c'iling slope is <= 3:12. Mot Applicable q ;REQUIREMENTS SHEET 4.2.4 1 Instal ed above-grade wall R- R :LJComplies :See the Envelope Assemblies [IN6]1 insulation type and R-value E] Mass table for values. 0 Mass :E]Does Not consistent with insulation I lspeclcations reported in plans E] Metal MetalbNot Observable land COMcheck reports. EJ Steel 1 E] Steel TINot Applicable E] Wood E] Wood 5.8.1.2lAbovd-gracle wall insulation ❑ [Ii installed per manufacturer's Complies ;,Requirement will be met. instructions. Does Not :11-ocation on plans/spec: ot Observable :ENERGY CODE ot Applicable REQUIREMENTS SHEET& SECTION lnstall�d floor insulation type and R- R- AIR,, iEkomplies See the Envelope Assemblies 21 R -value.consistent with insulation:E] Mass % table for values. specifications reported in plans E] Mass :E]Does Not and C Mcheck reports. E] Steel E] Steel bNot Observable Wood El Wood E]Not Applicable Buli li envelope insulation is Complies :Requirement will be met. labeled with i or insulation Does Not certificate has been provided listingfi and other relevantNot Observable data. 1 Not Applicable o -4 .. Bulldiiig envelope insulation ❑Complies :Requirement will be met. extends over the full area of N the E]Does Not 'Y'iry comp nent at the proposed ra-.ed a 10 I value. E]Not Observable 00 E]Not Applicable Meslare baffled to deflect air.to OComplies ;Requirement will be met. E Ea% baffled ig above the insulation. []Does Not "M :11-ocation on plans/spec: NN OER21, W-01jal E]Not Observable 11"IN11 ENERGY CODE 30, OlMot Applicable REQUIREMENTS Sli :SECTION v tion is installed in ElComplies Requirement will be met. M,15`"Insulation 11—R RNA substantial j) ,A*,-r/- bst4ntial contact with the ,, ,_g 4 E]Does Not 2110 inside�51' urface separating IN space from []Not Observable con itioned ,i I �E�4§gj�%K,R�FJgigEINot Applicable ffil Unconditional space. ; Recessed equipment installed n Complies uirement will be met. Req building envelope assemblies ElE]Does Not a-Y does not compress the adjacer t insulation. E]Not Observable E]Not Applicable ZXElComplies Requirement will be met. , Z,Ab'4��'ZN Attics and mechanical rooms lfifl have insulation protected where E]Does Not adjacent to attic or equipment 0 Location on plans/spec: access' g R • ONot Observable NOW NOT APPLICABLE E]Not Applicable I High Impact(tier 1) f_x Tedium impact(Tier 2) Low impact(Tie:�3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D:NAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 17 of 21 cio t 'S 5.4.3.3 lWeat6erseals installed on all I I Oarfing ElComplies Exception: Requirement does not apply. Mill Wock 'argo doors in Climate Z nes 4- :E]Does Not 8. :E]Not Observable UNot Applicable The ostatic control F ;[]Complies Requirement will be met. s have a deadtand. PDoes Not L Location on plans/spec: ENERGY CODE REQUIREMENTS Observable, []No "q ;SHEET N :F-]Not Applicable —7-1compli Temp rature controls have setpoin es :Requirement will be met. t W overl p restrictions. :E]Does Not -2 ENERGY CODE REQUIREMENTS Location on plans/spec. bNot.Observa ble SHEET .......... ;E]Not Applicable HVAC systems equipped with t least illComplies Requirement will be met. one ai itomatic shutdown cont 0. PDoes Not !Location on plans/spec: ENERGY CODE REQUIREMENTS :[]Not Observable, ISHEET TINot Applicable .;,,Setba,:k controls'allow autorn tic illocomplies Requirement will be met. restar:and temporary operati n as ;E]Does Not NE requir�d for maintenance. iLocation on plans/spec. ENERGY CODE REQUIREMENTS []Not Observable, :SHEET :E]Not Applicable Air economizer ction ElComplies ;Requirement will be met. has a fault det and diagnostics(FDD)system (see :[]Does Not f, details for configuration and !Location on plans/spec: ENERGY CODE REQUIREMENTS :E]Not Observable, operal ional requirements). :SHEET N W-1_�1111 !E]Not.Applicable Whenpumidificatibn and iElComplies; ;Requirement will be met. ?!i dehun iidification are s Not provided to a T]Doe: zone,simultaneous operation is wt .:[IN :Location on plans/spec: ENERGY CODE REQUIREMENTS 1prohib ted.Humidity control p ohibits ot Observable:SHEET 9the us!.of fossil fuel orelectri tyto ![]Not Applicable produie-RH >30%inthewar est zone t umidified and RH <600 in.the coldest zone dehumidified. lws_�-Ekcomplies ;Requirement will be met. -built draw! M, Furnis ied H VAC as M�i submi ted within 90 days of system :E]Does Not acceptance. E]Not Observable:, TINot Applicable Bi'W`- Mry _5 ;E]Complies :Requirement will be met. Furnis]ied O&M manuals for H\1AC J Elm systenis within 90 days of systam U]Do6s Not acceptance. �Q_ :[]Not Observable TINot Applicable M-21 6.7.2.3 jAn air and/or hydronic system ;,E]Complies :Exception.: Requirement does not apply. [F[9]1 balanqing report is provided fo,HVAC :E]Does Not isystellis serving zones>5,000 ft2 of condit oned area. :E]Not Observable: :E]Not Applicable 1 6.7.2.4 HVAC control systems have been :E]Complies ;Requirement will be met. [FI10]1 i'tested to ensure proper opera on, :E]Does Not !calibration and adjustment of ontrols.: :Location on plans/spec: ENERGY CODE REQUIREMENTS :E]Not Observable,:SHEET :E]Not Applicable ElComplies :Requirement will be met. "3 Public avatory faucet water ![]Does Not temperature<=1100F. :Location on plans/spec: ENERGY CODE REQUIREMENTS :[]Not Observable:SHEET&RISER DIAGRAM .W TINot Applicable 1 High Impact(Tlier 1) rp, Medium impact(Tier 2) 11-ow Impact(Tier 3) Project Title: 4�450 County Road 48 Report date: 02/09/21 Data filename: DAAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 19 of 21 om ,.pa.,,J.n,Sp CP MEMO= Furnished as-built drawings fo� �[]Complies :Requirement will be met. (F1,161 '"MA electric power systems within 30 days :E]Does Not R_ M?.M of system acceptance. bNot Observable: TINot Applicable Furn0ed O&M instructions for .'E]Complies :Requirement will be met. f,0117V"Rl systerps and equipment to the 0 ElDoes Not build!Ag owner or designated ignated NM �E]Not Observable;il repre entative., M.-UMV, :E]Not Applicable 9.2.2.3 lnteri6r installed lamp and fixture i0complies ;See the Interior Lighting fixture schedule for values. [F118]1 I lighting power is consistent wi:h what ElDoes Not is sho,ivn on the approved lighi mg!plans, demonstrating propose('i watts I❑Not'Observable: !are less than or equal to allowed TINot Applicable 1 watts-.1 9.4.2 1 Exteribr lighting power is consistent ;E]Complies See the Exterior Lighting fixture schedule for values. I , -]Does Not (F11911 ;with hat is shown on the approved ilightit, plans,demonstrating I �E]Not Observable; 1 propo 6d watts are less than c r equal I X UNot Applicable ,.to alto, ed watts. 9.4.4 At leas't 75%of all permanentl !Elcomplie-s :Exception: Requirement does not apply. [F120]1 installd lighting fixtures in dwelling QDoes Not !units ave>= 55 lm/W efficacy or. i>=4 lm/W total luminaire efficac :E]Not Observable: I Y. .. i I �E]Not Applicable Elevators are designed with th E! ',E]Complies Exception: Requirement does not apply. grope lighting,ventilation power,and :E]Does Not standt y mode. 1EJNot Observable: :E]Not Applicable First.-Bift of outlet piping in ElComplies ;Exception: Requirement does not apply. nonretirculating storage systen,or :E]Does Not' branchpipingconnected to t t-INot- I - Observable: recirculated, he-at traced,or I I . impreowce heated piping is' E]Not Applicable insulated., Addkl6nal-Commen,ts/Assumptions: I High Impact(tier 1) Medium impact(Tier 2) ` Low Impact(Tier 3) Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: D1AADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 20 of 21 i i t E { { f I e F E F S z� i q� d 3 { fi. R i S l t 4 y i t Project Title: 45450 County Road 48 Report date: 02/09/21 Data filename: DAAADRAWD\2017\17080 Youngs&48 Gas\17080 Southold Gas.cck Page 21 of 21 �- P.O. Box 879 a I Eric Nicosia Rocky Point, N.Y. 11778 Tel: (631)928-4456 I$t�f'P� f'V"�It$Lt architect@optonline.net June 2,2022 Building Department, Town of Southold. P.O.Box 1179. Southold N.Y. 117971. Re:Windborne Debris Region 45450 CR 48&Youngs Avenue Southold,NY The NYSBC 1609.3 Basic Design Wind Speed for the project location as detennined by the ACT hazards map&report is 128 mph, less than the 130 mph threshold set by the 2020 NYSBC definition of a windbome debris region. The use of"Location-specific basic wind speeds are permitted to be determined using www.hazards.atcounci�".As Per Footnote 6 on NYSBC Table 1609.3(1) As the building would not be in a windborne debris region as defined by NYSBC, glazed openings would not be required to be protected as described in 1609.2. The information including"ACT hazards-by location"report& map is provided on sheet A-1.1 of the permit construction drawings. Sincerely, Eric Nicosia,R.A. ?. '9 Page 1 of I � ��s�n8iieeenng e 3ubum,Ind ua • cc"tN oiB�3jnums�io March 25,2021 Project:42'x 60'Fueling Canopy-45450 County Road-Southhold,NY 11971 The structural steel is designed in accordance with AISC Steel Construction Manual, 15th edition,which corresponds to the 2016 AISC specification(ANSI/AISC 360-16). If you have any other questions please feel free to contact me. Sincerely, OF N�y I� Exc tw II 090 81 01 ` 0 1 Jermey Bowers M.E.,P.E. Principal Engineer BOWERS ENGINEERING SERVICES WWW.BOWERSENG.COM 121 S.MAIN ST PHONE (260)333-0900 AUBURN, INDIANA 46706 FAx (260)333-0901 GENERAL NOTES: ALL STRUCTURAL 1. THE STRUCTURAL STEEL IS DESIGNED IN ACCORDANCE " STEEL COATED W MAIN BEAM �8' PRE—CAST 16" WITH AISC STEEL CONSTRUCTION MANUAL, 14th EDITION, IRON BRACES SPACED C�? 48 O.C. / CONCRETE TILE 6 CLR TYP. WHICH CORRESPONDS TO THE 2010 AISC SPECIFICATION 8" BRONZE ACM FASCIA, RED OXIDE PRIMER 36" MANSARD BRACING, SHEATHING AND SHINGLES SUPPLIED BY SCC USED AS FORM (6) CUSTOMER—SUPPLIED LED LIGHTS MOUNTED BY SCC �P' 1/8 (ANSI/AISC CONTRACTOR'S ) 4" H.S.S. COLUMN 2. ALL CONTRACTOR'S WORK SHALL BE PERFORMED INA C°'jrQO�� f�o MANNER TO FOLLOW ALL STATE AND LOCAL CODES AND enor U 1" GALVANIZED RIGID 6.. WALL W/ s�6" ACCESS HOLE REGULATIONS. CONDUIT AND FITTINGS. IN BASE PLATE 3. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: EXIT ABOVE DECK IS TO THE LEFT OR RIGHT W SHAPES: ASTM A992 — 50 ksi STRUCTURAL TUBING: ASTM A500 GRADE B&C — 46 ksi SIDE OF MAIN BEAM DECK 16" ROUND: A500 GRADE B&C — 42 ksi. 2435 E. Bellefontaine Road INTERNAL II II 24" ROUND SMOOTH WHITE o 0 13" TYP. ALL CAP PLATES AND BASE PLATES: A572 GRADE 50. IN 46742 �4" ELECTRICAL II Hamilton, MISCELLANEOUS PLATE & ANGLE MATERIAL: A36 (IE. WEB DRAINS II ACCESS HOLE I II FIBERGLASS 16» SPLICE PLATES, GUSSETS, SAGS, LATERALS, ETC.) (260) 488-4065 14'-6" II DISTRIBUTOR. - II DRAIN COLLECTOR 18'-6" EXPLOSION—PROOF 0 0 4. DECK PANELS TO MEET ASTM A792 GRADE 50 WITH A WALTER'S WEST END SUPPLY CLEAR II 2"X12"X1 4" II SEAL-OFF FITTING AT , �, MINIMUM YIELD STRENGTH OF 50 ksi. SIZE: 42'x60' #COLUMNS: 4 HEIGHT / COLUMN APPROX. 4' ABOVE GRADE 4 #4 REBAR 13 O.C. 5. ALL WASHERS AND NUTS TO MEET ASTM F436 AND DRAWN SS H.S.S. COLUMN II CUT LENGTH EACH WAY, EACH LAYER. ASTM A325 RESPECTIVELY. GRADE 9" UNLESS MINIMUM (4) LAYERS REQ'D. 6. ALL WELDING, UNLESS NOTED OTHERWISE, SHALL BE II 4 II OTHERWISE BARS MAY BE WIRED OR PERFORMED IN THE SHOP PRIOR TO SHIPMENT. ALL FIELD ��OF N( r�, TOP OF GRADE INCOMING IPOWER SPECIFIED TACK WELDED. WELDS MUST BE PERFORMED BY CERTIFIED WELDERS. ALL ��P -( L' egy0' SOURCE CONNECTED TOP OF WELDING TO COMPLY WITH AWS D1.1 "STRUCTURAL j� `4 TO 1" COUPLING 20"x20"x 1 " BASE PLATE 7. ALL STRUCTURAL STEEL CONNECTORS AND SPLICES ARE WELDING CODE—STEEL" WITH E70XX ELECTRODES. * A " A`' DRAIN OUTLETS 14" O.0 FOOTING 3/8 30" SUBSET ABOVE TOPS OF BASE PLATES, a' d� �. TO BE PRIMED AFTER ERECTION. W/ (4) 01 1/2 BOLT HOLES 0905 REINF. PLATES WELDED. a CONDUIT OUTLETS 6" O.C. BOLT NOTES: SIDE ELEVATION VIEW 4"x4"x 1/4" GUSSET ALL A325 AND A490 BOLTED CONNECTIONS SHALL BE ABOVE TOPS OF BASE PLATES. WITH 1/4" FILLET WELD INSTALLED AS SNUG—TIGHTENED JOINTS AS DEFINED IN ° 1 FULL-LENGTH BOTH SIDES (TYP.) SECTION 8.1 OF THE RCSC SPECIFICATION FOR STRUCTURAL Vgineeing JOINTS USING ASTM A325 OR A490 BOLTS, DEC. 31, 2009, {s P :erme`' Digitally sign ELECTRICAL CONDUIT (8) REQUIRED CONTAINED IN PART 16, SPECIFICATIONS AND CODES OF THE o°� 1 byJermeyL. ANCHOR BOLTS 01 1/4 x 30 LONG AISC STEEL CONSTRUCTION_ MANUAL, 14th EDITION. � " Bowers ASTM F1554 GRADE 55 HEX HEAD BOLT L SEE FOOTER NOTE #6 8.1 SNUG—TIGHTENED JOINTS:WITH 7" PROJECTION AND DOUBLE NUTS "...THE SNUG—TIGHTENED CONDITION IS THE TIGHTNESS THAT qlia" r �� Date: 2021.02.12 FOR PLUMBING AND LEVELING IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR 'd�t �a�y�Bowers 16:08:10-05 ' TOP OF GRADE THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY' 1 1/2"' 15" 1 1/2'1 SPUD WRENCH+ CONTACT." INSPECTION NREQUIREMENTS G THE TFOR ED PLIES N TO FIRM SUBSET SNUG-TIGHTENED GHTENED JOINTS ARE AS LISTED IN SECTION 9.1 OF THE RCSC 5/16 30» 7" THREADED PROJECTION SPECIFICATION. 6„ 9.1 SNUG-TIGHTENED JOINTS: 7"x19"x1 " A36 (g) 01 A325 BOLTS PER SPLICE "...AFTER THE CONNECTIONS HAVE BEEN' ASSEMBLED, IT SHALL BE VISUALLY ENSURED THAT THE PLIES OF THE CONNECTED STEEL PLATE TYP. ELEMENTS HAVE BEEN BROUGHT INTO FIRM CONTACT AND 5 1/4" 74 12 TYP CONCRETE FOUNDATIONS , THAT WASHERS HAVE BEEN USED...NO FURTHER EVIDENCE OF 19" BY GENERAL CONTRACTOR CONFORMITY IS REQUIRED FOR SNUG—TIGHTENED JOINTS. THE 12" 0 13/16" TYP. 1 4 0 1 1/16" _3 MAGNITUDE OF THE CLAMPING FORCE THAT EXISTS IN A 14" 3 1/2" H.S.S. BOLT / 0 17 1/2" SNUG-TIGHTENED JOINT IS NOT A CONSIDERATION." COLUMN HOLES 13 1/2 6" FOOTER NOTES: (16) #4 REBAR VERTICALS 5 1/4" AT PERIMETER OF CAGE 1. MAINTAIN TOPS OF ALL FOOTERS AT THE SAME ELEVATION W16x26 W16x26 6» +/— 1/4- UNLESS OTHERWISE NOTED. O 2 1/2" FOOTER DETAIL (1 ) #4 REBAR VERTICAL IN CENTER OF CAGE TO 2. CONCRETE FOUNDATIONS, BY GENERAL CONTRACTOR, SUPPORT MATS SHALL HAVE A MINIMUM COMPRESSIVE .STRENGTH OF 3,000 14%1 8"x3/4" 0" PSI AT 28 DAYS. THE CONCRETE MIX SHALL HAVE A MINIMUM SLUMP OF 3" AND A MAXIMUM SLUMP OF 6". Z STEEL PL/ATE 18" 3. COLUMNS ARE TO BE LOCATED IN THE CENTER OF THE 0 TOP PLATE DETAIL MOMENT SPLICE FOR W16x26 -t 0 M FOUNDATION WITH THE COLUMNS CENTER TO CENTER (n SPACING CONFIRMED USING A TRANSIT. ANCHOR BOLT SPACINGS ARE TO BE VERIFIED BEFORE CONCRETE PLACEMENT. > NOT TO SCALEuj 4. STEEL REINFORCEMENT TO MEET ASTM A615 GRADE 40 W FOR #4 REBAR & GRADE 60 FOR #5 REBAR OR GREATER. L 4 �3 4" A325 BOLTS TYP. " - ( ) / (TYP.) (4) 03/4 A325 BOLTS (TYP.) 5. THE FOUNDATION DESIGN INCORPORATES A SOIL BEARING DESIGN LOAD CRITEkIA ! INSTALL WITH NUTS & WASHERS INSTALL WITH NUTS & WASHERS PRESSURE OF 2,000 PSF AND A PASSIVE SOIL PRESSURE CODE: 2020 NYBC ON TOP OF FLANGE ON TOP OF FLANGE OF 200 PSF/FT. THE FOOTING IS RECOMMENDED TO BE BACKFILLED USING ENGINEERED FILL IN 8" LAYERS TO 957o 1603.1.1 FLOOR LIVE LOAD: N/A COMPACTED. CONSULT YOUR LOCAL SOIL ENGINEER FOR 1603.1.2 ROOF LIVE LOAD: 20 PSF SITE—SPECIFIC CONDITIONS. NO BURIED TANKS OR OTHER 1603.1.3 ROOF SNOW LOAD: STRUCTURES MAY BE LOCATED SUCH THAT THEY HINDER Pg=25 PSF 10" WIDE x 4" TO 5" DEEP MAIN BEAM THE PROPER FUNCTION AND INTEGRITY OF THE FOOTER. IF Pf= 21 PSF THE SITE CONTAINS QUESTIONABLE SOIL CONDITIONS, SOIL Ce= 1.0 SMOOTH WHITE 20 GA. 2"x2"x1/8 LATERAL BORINGS MUST BE PERFORMED WITH A COPY OF THE FINAL — 2"x2"x 1 8"x4' I= 1.0 GALVALUME AZ50 STEEL / ANGLE BOLTED ACROSS REPORT FORWARDED TO THE ENGINEER 'OF RECORD FOR ct= 1.2 TAPERED LEAD SAG ANGLE TY TOPS OF PURLINS TYP. FINAL DESIGN OF FOUNDATIONS PRIOR TO CONSTRUCTION. 1603.1.4 WIND LOAD: 2 3/4" 6. A NON—SHRINK HIGH STRENGTH GROUT IN ACCORDANCE V(3 SEC. GUST)= 128 MPH (6) OVERFLOW PURLIN MOMENT PURLIN TOP PLATE WITH ASTM C827 SHALL BE USED BETWEEN THE BASE 1= 1.0 PLATE AND FOOTING WITH A THICKNESS RANGE OF 1" TO 2". EXPOSURE= C SCUPPI=RS AT SPLICE g" WIDE x 3" DEEP GROUT TO BE INSTALLED BY FOUNDATION CONTRACTOR. USE 1603.1.5 EARTHQUAKE DESIGN DATA: APPROX. LOCATIONS TAMMS GROUT SUPREME OR APPROVED EQUAL. Sds= 0.190 SMOOTH WHITE 20 GA. 00 I w x 1 ! 0 GALVALUME AZ50 STEEL ERECTION NOTES: SITE CLASS= D M i� o o N PERIMETER GUTTER DECK CLIPS INSTALLED AT DECK PANEL 1. ELEVATION OF LEVELING MUST BE SET WITH A TRANSIT SEISMIC FORCE-RESISTING SYSTEM= B LEVEL DURING CONSTRUCTION. PROCEDURE=ALYSIS ALL DECK PAN TO PURLIN H.S.S. COLUMN 2. ALL STEEL IE• COLUMNS, PURLINS MAIN BEAMS MUST ANEQUIVALENTT LATERAL FORCE N 34'-7" JUNCTIONS. DOUBLE CLIP ( � ) 4 _ � — ALL DECK PANS. BE CHECKED CLOSELY TO VERIFY THAT IT IS PLUMB, CONSTRUCTION TYPE: TYPE IIB >� � W16x26 P1 0 W16k26 P2 34 —3 1/2 SQUARE AND LEVEL AFTER IT HAS BEEN ERECTED AND USE GROUP: MERCANTILE GROUP M BEFORE FINAL ADJUSTMENT. BASE SHEAR V= 0.57 KIPS/COLUMN' 12 —3 0 I 3. ALL ASTM A325 BOLTS SHALL BE INSTALLED PER THE SrrEADDRESS., » 00 DR41N 0/0 DIMENSIONS OF GUTTER 2009 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING 6 — DRAIN — OUTLET I �� , 41 '-10" x 59'-10" STRUCTURAL CONNECTION DETAIL ASTM A325 OR A490 BOLTS. 27 -6 1/2" ' NOT TO SCALE 4. ALL BRACING, (SAGS, LATERALS, ETC.)- MUST BE INSTALLED EMPIRE OIL W16x26 P3 I / 26 —0 1/2 PRIOR TO THE INSTALLATION OF THE DECK PANELS: 45450 COUNTY ROAD 4 C3 SOUTHOLD, NY (2 314 FUL 6 —g LENGTH C1 / / ELECTRICAL\� , � � 1 1971 CONDUITS _ — — 20,-9 1/2" W16x26 P5 W16<26 P6 40'- 10" 17'-6" DECK ' 42' 7 A — — — — — — — — — — — A LENGTH SCALE: B 1/8 - 1 -0U.N.O. C-21-3420 FASCIA :LE J_W _ _ — 13'-9 1/2" - 314"FULL i 16x26 P7 W 16 26 P8 NGTH / � I �13 9/16" DRE. CUOTE M 2021-02-11 22659-BMQ-21 6'—g" ECTRICAL/ C2 \ / C4 \ g'-6 1/2" NOTE: IF BOLT HOLES DO NOT LINE ONDUITS l 6" UP, A 1/8" FILLET WELD OF AIIGLE 3/4" A325 BOLT 7'-0 1/2" TO TOP OF PURLIN IS PERMISSBLE 2"x2"x1 8"x4' :EE ANOPY PLAN & .�\\ I ,/ W16x26 P9DRAIN\\ I ,/W16 c26 P10 / 6'-9 '—9 to DRAIN OUTLET 2 1/2" SAG ANGLE VATIONS, OSP OUTLET I 3 1/2- W16c26 12,_3MAINBEAM „ — — — — I — W16x26 P11 W16 26 P12 °/' TYP. 411 PURLIN END TMPLIN 44 7/8" ----) B 14' ---= 32' 14' 16" WIDE x 3" DEEP 20 GA. COPE DETAIL `� 00000 GALVALUME AZ50 SMOOTH WHITE 60' FASCIA \\—STEEL DECK PANELS. PANELS START 4� SAG ANGLE DETAIL AND END 3" FROM PURLIN ENDS. SHEET 1 OF 3 PLAN VIEW DOUBLE CLIP ALL DECK PANELS. SCALE: 1/8" = 1'-0" COLORED SIDE, 1 1/4" TAPERED LEAD TO TO MATCH SHINGLES 3" 1 1/4" COLLECTOR CONNECTIONo ,� (SHOWN BEFORE & �Q��©r nO� ••—2 1 /2" �_ 3 AFTER ASSEMBLY)X � ® 4 COLLECTOR AND „ 76 INSTALL LEAD 3 INTO fit-- 4 ' S HEMMED 2 3/4" 1 1 /4" i� \ EAL „ WITH URETHANE CAULK 2435 E. Bellefontaine Road EDGE TOP CAP COVERS 3" ROW OF TOP ROW 1 1/4 HAT CORNER TOP CAP TOP HAT CHANNEL 7" SHINGLE NAILS HAT CHANNEL 20GA Hamilton, 8- 46742 65 5" 4" (260) 488-4065 - 24 GA 20GA 20GA 011SMBUTOP, WALTER'S WEST END SUPPLY SIRE: 42'x6o' #� UMNS: 4 DRA BY: .55 2„ > 10„ � 2 3 8" 7/ SOF NaJ, u / � 8 't Y Pro �� 1 5/ BEND TAB UP AS SHOWN I * ' a _- ► a, 8„ (CAULK INSIDE CORNERS p TAPERED LEAD IS 5 TALL BEFORE ATTACHING --- r,, pU » Qo CHING TAPERED 0905 � , 3 � ON END THAT ATTACHES 10 LEAD TO PERIMETER GUTTER) TO COLLECTOR BOX M ' - - - — 1 1/2 7/8„ 0 11 — GUTTER » 8" 20GA 4-" S�ngineerth��Pte. 10 3/4 CUTOUT IN PERIMETER GUTTER ��{ 3 TO ALLOW WATER TO DRAIN TRIM DETAIL �° 1 /4-14 x 7/8 �� ____ _____ INTO TAPERED LEAD 2 � TEK SCREWS TYP. 60' 2 LONG ANGLE 3/8„ WELDED AT END °6u ��°° TYP. �_ _ CUTOUT IN PERIMETER GUTTER r TAPERED LEAD IS 4" TALL 77 I LF I ON END THAT ATTACHES ® 3/8" TYP. TAPERED LEAD 8„ TO PERIMETER GUTTER 7 8„ 1 „ TYP. 1 /8 SIDE VIEW 7/8" 4" 2 x2 x1 8 / � � PERIMETER GUTTER DECK END VIEW SHOWN MEMBERS 2„ f J— - - _T 10" (SIDE VIEW SIMILAR) 19 1 /2" 9 3/8" 7 3/4" 8" TAPERED LEAD �� BEND AND CONNECTION DETAILS TAPERED LEAD TO PERIMETER BACKER 40 GUTTER CONNECTION SHEET -- ..I ( -- 7/8" —►� (.•.— 1 " (AFTER BENDING UP TAB) 24GAGALV. MANSARD BRACING DETAIL ACM C-CHANNEL FASCIA 20GA PANEL CO) 0/0 DIMENSIONS OF GUTTER z 41 '-10" x 59'-10" d Cn PERIMETER GUTTER W SLOTTED OPENING n= 1/2" SLITS DESIGN LOAD CRITERIA PURLIN 2" SCUPPER FASTENED (CODE: 2020 NYBC __ BETWEEN DECK AND 3„ 3„ 5" 3„ GUTTER 603 GUTTER ROOF LIVE LOAD: 20. .1 FLOOR LIVE LOAD: SF 1603.1.3 ROOF SNOW LOAD: 3" 3" 14" Pg= 25 PSF Pf= 21 PSF 5Ce= 1.0 3 SCUPPER BLANK SIDE VIEW C ' t 11.2 20GA 3/4„ '1603.1.4 WIND LOAD: GUTTER V(31.0 31 oSEC. GUST)= 128 MPH —►) 2" —►� 2" OVERFLOW SCUPPER 1603 1POSUREHQUAKE DESIGN DATA: Sds= 0.190 0.080 FINISH PAN OPTIONS SITE STE CLASS= D 5/16" LOCKING SEISMIC FORCE—RESISTING SYSTEM= INVERTED PENDULUM SCREW AND NUTS ANALYSIS PROCEDURE= i EQUIVALENT LATERAL FORCE I 16" WIDE DECK PANELS 12GA CONSTRUCTION TYPE: TYPE IIB USE GROUP: MERCANTILE GROUP M ASE SHEAR V= 0.57 KIPS/COLUMN FORMED SITE ADDRESS: BODY 03" HOLE I IN COLUMN EMPIRE OIL DECK 22 3/4" 45450 COUNTY ROAD DOUBLE CLIP ALL CLIP SECTION A-A TYP SOU 1H OBD, NY _k' 4r I DECK PANELS 1 /4 04 to 11 "x1 1 "x1 /4" (8) #12-24 E. ._ FINE TEK 1i8 — 1-0 U.N.O. C-21-3420 PRE—DRILLED PLATE SCREWS DATE: Q� TEM DRAIN H 0 LE 2021-02-11 22659-BMQ-21 PURLIN 12"x12" H.S.S. ERECTOR NOTE: TITLE: COLUMN SLIDE LOWER 03" SECTION I _ _ t OF PVC UP OR DOWN 02 1 " &/ CANOPY PLAN 1 1 „ 2 ERECTOR NOTE: SECTION OF PVC TO POSITION ELEVATIONS, OSP I A A BASEPLATE MAX 04” DRILLED DRAIN ELBOW AT DESIRED HEIGHT HOLE CENTERED " IN COLUMN ERECTOR NOTE: TURN ELBOW TO DESIRED SIDE OF 12" 14" O.C. COLUMN ��Ouu Ou ABOVE TOPS OF BASE PLATE REINFORCEMENT INTERNAL DRAIN SHEET 20F3 DECKCLIP ATTACHMENT DETAIL PLATE DETAIL DETAIL SCALE: NOT SHOWN 2"x2"x1/8" STEEL ANGLE MANSARD 2"x2"x1/8" STEEL LATERAL ANGLE BOLTED ACROSS TOPS OF PURLINS �(erlo(' 4nopy BRACING SPACED @ 48" O.C. WITH (3) 03/4" A325 BOLTS 2"x2"x1 /8" STEEL W18x55 MAIN BEAMS ac! W1 6x26 PURLINS (0 ©��®� SEE SHEET S-200.00 FOR BRACE DETAILS SAG ANGLES 2435 E. Bellefontaine Road Hamilton, IN 46742 (260) 488-4065 SIZEWALTER'S WEST END SUPPLY DRA 42'x6a c UMN0' : 4 RAwN sr: SS I I I I rA rid Ll rd Ll 0 Lq p! I OF NY 12"x12"x1 /4" 1 � r COLUMNS 3"x16"x 20GA DECK PANELS GALVANIZED H.S.S. DECK CLIPS 1 SECTION A-A CLIPPED TO PURLINS 090sp" SCALE: 1/2" = V-0" i 0 1 �{S��ineerT�g�P �o y _7u6uM Indiana 20)x2"x1 /8" STEEL ANGLE MANSARD W1 6x26 PURLINS W18x55 MAIN BEAM BRACING SPACED © 48" O.C. X3/4" A325 BOLTS AT ALL SEE SHEET S-200.00 FOR BRACE DETAILS STRUCTURAL CONNECTIONS A iu/ th A A J% A A TT 44 I- I Nn' GALVANIZED co DECK CLIPS SECTION B-B - 20GA PERIMETERGUTTER 73"x16" 20GA DECK PANELS SCALE: 1/2" = V-0" CLIPPED TO PURLINS 3mm THICK ACM PANELS W AROUND PERIMETER w DESIGN LOAD CRITERIA CODE: 2020 NYBC 1603.1.1 FLOOR LIVE LOAD: N/A 1603.1.2 ROOF LIVE LOAD: 20 PSF 1603.1.3 ROOF SNOW LOAD: Pg= 25 PSF Pf= 21 PSF Ce= 1.0 1= 1.0 Ct= 1.2 1603.1.4 WIND LOAD: V(3 SEC. GUST)= 128 MPH 1= 1.0 HAT CHANNEL FASTENED TO EXPOSURE= C1603.1.5 EARTHQUAKE DESIGN DATA: 24GA GALVANIZED BRACE WITH (2) FINE TEK Sds= 0.190 BACKER SHEET SCREWS AT EACH INTERSECTION Sd1= 0.080 SITE CLASS= D TOP CAP COVERS WOOD AND SEISMIC FORCE—RESISTING SYSTEM=UPPER ROW OF SHINGLE NAILS INVERTED PENDULUM ANALYSIS PROCEDURE= MAIN ROOFING FELT LAYER EQUIVALENT LATERAL FORCE BEAM STAPLED TO WOOD CONSTRUCTION TYPE: TYPE IIB USE GROUP: MERCANTILE GROUP M SHEATHING WITH GALVANIZED BASE SHEAR V= 0.57KIPS/COLUMN STAPLES AT 24" O.C. SITE ADDRESS: MANSARD BRACE 1 /2" PLYWOOD SHEATHING 1 /2" PLYWOOD SHEATHING EMPIRE OIL / FASTENED TO HAT CHANNEL MOUNTED TO HAT CHANNEL WITH FLAT HEAD COUNTY ROAD �D SHEET METAL SOUTHOLD, NY ER diWITH FLAT HEAD SHEET METAL SCREWS AT 16 O.C. 11971 SCREWS, 8" O.C. LL-Li LIL-L) ALE: g 1/8"= 1'-0" U.N.O. C-21-3420 PURLIN NOTE: SEE SHEET S-200.00 FOR DAT • 2021-02-11 UOTES 22659-BMQ-21 FACSIA/MANSARD BRACE DETAIL STANDARD ASPHALT SHINGLES TITLE: EACH FASTENED WITH (4) GALVANIZED ROOFING NAILS MANSARD CANOPY PLAN 8L Li BRACE ELEVATIONS, OSP 1 /4-14 x 7/8" DECK PANEL DECK CLIPS TEK SCREWS TYP. BRACES SPACED AT 48" ON CENTER ��d00000 ROOFING DETAILS SHEET3OF3 ROOF LAYERS DETAIL SCALE: 1 1/2" = V-0" .y PLUMBER CERTIFiCATION ON LEAD CONTENT BEFORE AP R VEDAS NOT D CER°TIFICATE OF OCCUPANG . DATE 3d B.P.# SOL-DER USED IN WATER p� SUPPLY SYSTEM CANNO FEE: EXCEED 2/10 OF 1/ LEAD NOTIFY BUILDING _F°AR ENT AT . 765-1802 8 AM TC d P114 FOR THE FOLLOWING INSPECTOiNS: PLUMBING 1. FOUNDATION - TWO REQUIRED FOR POURED C,"`' ' ,-.-TE ALL PLUPriBING WASTE ROUGH - FRAI<<C. .: �•'LUMBING WATERLINES NEED 2. ROUGH T 'INdAEFORE COVERING 3. INSULATION 4. FINAL - CONS :!r MUST BE COMPLETE = 0. ELECTRICAL ALL CONSTRUCT!"".N SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEVA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PlACARDfNG REQUIREV NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 11 :.A 1 HCL.D TOGyN ZRA *HOLD TOWN PLANNING BOARD DO NOT PROCEED WITH. :FRAMING UNTIL SURVEY��: S BLS T6WId iRtiS'1 EES 'O�FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY ORQR I�S�ECTION USE IS UNLAWFUL REQUIRED BEFORE WITHOUT CERTIFlCATF 'OPENING OF OCCUPANCY Must provide Manuals D, Jand Sasper NYS Energy Code RETAIN STORM WATER RUNOFF Blower door PURSUANT TO CHAPTER 236 and ductwork OF THE TOWN CODE. . All exterior lighting testing required. installed,replaced or repaired shall conform to Chapter 172 of the Town Code ZOZO NYS CODE ANALYSIS 2020 NEW YORK STATE BUILDING CODE ANALYSIS - CHAPTER 16 STRUCTURAL DESIGN GENERAL NOTESI 11603.1.1 Floor live loads.: Table 1607.1 : NO REDUCTIONS TAKEN _ - I GROSS BUILDING AREA 2,400 SQFT COMMERCIAL USES: Uniformly distributed 100 PSF, Concentrated N/A, Impact N/A.(Slab) ISITE DATA 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS&SPECIFICATIONS. CONSTRUCTION CLASSIFICATION I TYPE VB STORAGE: Uniformly distributed 120 PSF, Concentrated N/A, Impact N/A. 2.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING # TOPIC SECTION REQ.OR ALLOWED ACTUAUPROPOSED COMMENTS 1607.8.1 Handrails and guards. Handrails and guards shall be designed to resist a linear load of 50 pounds per linear foot(plf) (0.73 kN/ OWNER/APPLICANT CODE OF THE STATE OF NEW YORK. F FIRE ACCESS ROAD FC 503.1 REQUIRED PROVIDED ACCESS ROAD PROVIDED m) in accordance with Section 4.5.1 of ASCE EMPIRE OIL, INC. 3.DEVIATION FROM THESE PLANS,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ARCHITECTS CERTIFICATION F ADDRESS IDENTIFICATION FC 505.1 REQUIRED 4"X1/2" LETTERING IDENTIFICATION TO BE PROVIDED 7. Glass handrail assemblies and guards shall also comply with Section 2407. P.O. BOX 547 AND IS A VIOLATION OF NYS LAW.DRAWINGS ARE THE COPYRIGHT OF THE ARCHITECT. B FLOOD HAZARD B 1603.1.1 NOT APPLICABLE ZONE X NOT IN FLOOD HAZARD AREA 1607.7.1.1 Handrail Concentrated Load: 200 lbs applied in any direction along the top transferring to structural elements of building. LAUREL, N.Y. 1948 4.THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY,PRESENCE,PREVENTION,REMOVAL OR HANDLING OF3 OCCUPANCY CLASSIFICATION B302 M-MERCANTILE M-MERCANTILE CONVENIENCE STORE 1607.8.1.1 Concentrated load. Handrails and guards shall be designed to resist a concentrated load of 200 pounds (0.89 kN) in SCTM#: 1000-055-05-2.2 ASBESTOS,HAZARDOUS MATERIALS,GASSES,FUMES,MOLD AND OR MILDEW. 4 SPECIAL REQUIREMENTS 6401 NOT APPLICABLE NONE ADDRESS: 45450 COUNTY ROAD 48 accordance with Section 4.5.1 of ASCE 7. 5.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION,MEANS METHODS,TECHNIQUES,SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN CONNECTION WITH THE WORK.THE ARCHITECT SHALL NOT BE 5 HEIGHT&BUILDING AREAS B504 ALLOWABLE PROPOSED GROUP F-2, TYPE VB, NO FIRE SPRINKLER RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS. ALLOWABLE HEIGHT TABLE 504.3 40'MAX NS 24'-2"± NO SPRINKLER 1603.1.3 ROOF SNOW DATA 1603.1.6 FLOOD DESIGN DATA: LOT AREA= 65,180 SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. 6.THE ARCHITECT, NOT CONTRACTED TO CONTROL THE CCNSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING ALLOWABLE STORIES TABLE 504.4 1 STORY ONE STORY NO SPRINKLER GROUND SNOW LOAD Pg = 25 PSF (Pg) FROM FIGURE 1608.2 PROPERTY IS LOCATED IN FEMA ZONE X AS PER THE FINAL AS CONSTRUCTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES,LOCAL LAWS, ALLOWABLE AREA FACTOR TABLE 506.2 9,000 SQFT MAX 2,400 SQFT GROUP M, TYPE VB NO FIRE SPRINKLER FEMA MAP 36103COl58H, effective on09/25/2009 SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY ASCE 7.3 FLAT ROOF SNOW LOADS, pf: pf= 0.7Ce*Ct* Is* pg (7.3-1) ZONE X IS NOT CONSIDERED A FLOOD HAZARD NATHAN TAFT CORWIN Ills LAND SURVEYOR. REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. AREA INCREASE-FRONTAGE 8506.2.1 NOT REQUIRED NOT REQUIRED NO AREA INCREASE REQUIRED 7.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN COMPLIANCE WITH NEW YORK STATE MIXED USE&OCCUPANCIES B508.3 NONE NOT APPLICABLE SINGLE TENANT GROUP M OCCUPANCY SNOW EXPOSURE Ce = 1.0, AREA PER 1612.3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 SNOW LOAD IMPORTANCE I - 1.0 1604: DEFLECTION LIMITS BUILDING, PLUMBING, MECHANICAL, ELECTRICAL,ENERGY,FIRE SAFETY CODE,AND REFERENCE STANDARDS. INCIDENTAL USES TABLE 509 NONE NOT APPLICABLE THERMAL FACTOR T = 1.0 CE FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS 8. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL PORTIONS OF WORK IN SPECIAL PROVISIONS TABLE 510 NOT APPLICABLE NOT APPLICABLE NO PROVISIONS APPLY FLAT ROOF SNOW LOAD = 0.7*1.0*1.0*25 =17.5 PSF DEFLECTION OF FLOOR & ROOF TRUSS DETERMINED AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS SUPERCEDED BY STRICTER REQUIREMENTS OF 6 TYPE OF CONSTRUCTION TABLE 601 TYPE VB-UNPROTECTED WOOD FRAME UNPROTECTED WOOD FRAME DESIGN SNOW LOAD = USE 30 PSF (Pg). [MEMBERS TO BE LIMITED TO L/560 OR 0.6" MAX EFF. DATE: SEP. 25, 2009. APPLICABLE BUILDING CODES AND/OR REGULATIONS. EXTERIOR WALL RATING TABLE 602 <10<30'SEP. DISTANCE NO RATING REQUIRED 25'MIN TO PROPERTY LINE TABLE 1604.3 -DEFLECTION LIMITS@A1 c 9.ALL CONTRACTORS AND SUBCONTRACTORS SHALL SUPPLY ALL LABOR,TOOLS, MATERIALS AND EQUIPMENT COMBUSTIBLE MATERIALS 8603.1 PERMITTED PERMITTED TRIM/MILLWORK/WALK IN COOLER DRIFT SURCHARGE LOAD Pd= Hd*Y= .93*17.25 =16 CONSTRUCTION L SorW D+Ld,Q I PROPOSED GROSS USE AREAS: SQFT NECESSARY TO COMPLETE THE WORK AS CALLED FOR IN THE DRAWINGS AND SPECIFICATIONS. 7 FIRE RATINGS-STRUCTURAL 8704 TYPE VB UNPROTECTED PROTECTION NOT REQUIRED Roof members:e CONVENIENCE STORE 2,400 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT FOR Supporting laster ceiling 1/360 1/360 1/240 A PERIOD OF ONE YEAR AFTER COMPLETION AND FINAL ACCEPTANCE BY THE OWNER IN WRITING. FIRE RATING-PROJECTIONS 8705.2 TYPE VB UNPROTECTED COMBUSTIBLE OVERHANGS BUILDINGS ON SAME LOT 6705.3 NOT APPLICABLE NOT APPLICABLE Supporting nonplaster ceiling1/240 1/240 1/180 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF EXT WALL MATERIALS 8705.4 . TYPE VB UNPROTECTED PROTECTION NOT REQUIRED Not supporting ceiling1/180 1/'180 1/120 WASTE MATERIALS OR RUBBISH CAUSED BY HIS OR HER EMPLOYEES WORK.THEY SHALL REMOVE ALL DEBRIS DAILY,AND Floor members USE L/560 1/360 - 1/240 DEPOSIT SAID DEBRIS IN THE CONTAINER PROVIDED BY OWNER.AT THE COMPLETION OF THEIR PORTION OF PROJECT, Exterior walls and interior artitl ns: LIST OF ARCHITECTURAL DRAWINGS FIRE RATING-EXT. WALLS 8705.5 TYPE VB UNPROTECTED PROTECTION NOT REQUIRED THEY SHALL LEAVE THE PREMISES IN A"BROOM CLEAN"CONDITION. ALLOWABLE OPENINGS B705.8.1 25'-70% NO OPENINGS NO OPENINGS AT PROPERTY LINE With brittle finishes 1/240 LABEL SHEET TITLE NO. VERT.OPENING SEPARATION 8705.8.4 NONE NOT APPLICABLE NO OPENINGS APPLY 1603.1.5 EARTHQUAKE DESIGN DATA: 12.ALL WORK PERFORMED BY ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE DONE IN A GOOD WORKMANSHIP PARAPETS B70511 NOT REQUIRED NOT REQUIRED EXCEPTION S -WALLS NOT FIRE RATED SEISMIC IMPORTANCE FACTOR I: 1.0 With flexible finishes - 1/120 A-1.1 CODE ANAYLYSIS/NOTES 1 . MANNER AND TO THE APPROVAL AND ACCEPTANCE OF THE OWNER.ALL WORK SHALL CONFORM TO THE DRAWINGS AND OCCUPANCY CATEGORY: II 1606: DEAD LOADS A-1.2 ENERGY CODE REQUIREMENTS 2 SPECIFICATIONS,AND ALL MATERIALS USED IN THE EXECUTION OF THE WORK SHALL BE NEW AND OF THE BEST QUALITY FIREWALLS 8706 NOT REQUIRED NOT REQUIRED NONE REQUIRED Ss: 1.0 St: 1.0 A-1.3 FOUNDATION PLAN 3 OF THE TYPE SPECIFIED. FIRE BARRIERS B707 NONE REQUIRED NOT APPLICABLE NONE SEE THIS SHEET FOR DESIGN DEAD LOADS 13.OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF WORK WHICH ARE MANIFESTLY FIRE PARTITION B708 NOT APPLICABLE NOT APPLICABLE NO FIRE PARTITIONS UTILIZED SITE CLASS :D A-1.4 FLOOR FRAMING PLAN 4 SEISMIC DESIGN CATEGORY: B NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT SMOKE BARRIERS B709 NOT APPLICABLE NOT APPLICABLE 1611.1 DESIGN RAIN LOAD A-1.5 ROOF/ROOF FRAMING PLAN 5 RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK,BUT SHALL BE PERFORMED AS IF SMOKE PARTITIONS B710 NOT APPLICABLE NOT APPLICABLE BASIC SEISMIC FORCE RESISTING A-1.6 ELEVATIONS 6 CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE CONDITION. HORIZONTAL ASSEMBLIES B711 NOT APPLICABLE NOT APPLICABLE SYSTEM: SHEAR WALLS/DIAPHRAGMS R=5.2(Ds+Dh)= 5.2(2.5"+2.5")= 26 PSF A-1.7 SECTIONS/DETAIL/UPLIFT 7 14.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF DESIGN BASE SHEAR: XX PSF WEATHERING: SEVERE. SEISMIC RESPONSE ©EF�IC ENT Cs: .0 A-1.8 FLOOR PLAN 8 THE WORK SHALL BE INCLUDED AS IF:THEY ARE INDICATED ON THE PLANS. VERTICAL OPENINGS 6712 NOT APPLICABLE NOT APPLICABLE NO VERTICAL OPENINGS � FROST DEPTH: 36 . SHAFT ENCLOSURES 8713 NOTAPPLICABLE NOT APPLICABLE NO SHAFT ENCLOSURES RESPONSE M96EDURE DIF ATION FACTOR: 1.0 TERMITE: MODERATE TO HEAVY. A-1.9 EQUIPMENT & POWER PLAN 9 15.ALL CONTRACTORS AND SUBCONTRACTORS SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO ANA YSIS P USED: ASCE-07-10 ICE BARRIER REQ: YES A-1.10 PLUMBING/HVAC/CEILING 10 THE OWNER FOR REVIEW AND APPROVAL,PRIOR TO ANY ADDITIONAL WORK PERFORMED.NO ADDITIONAL WORK IS TO PENETRATIONS B714 COMPLY WITH 714 AT FIRE BARRIERS USE UL PENETRATION SYSTEMS PROCEED WITHOUT THE WRITTEN AUTHORIZATION FROM THE OWNER. FIRE RES.JOINT SYSTEMS 8715 COMPLY WITH 715 AT FIRE BARRIERS USE UL JOINT SYSTEMS AIR FREEZE INDEX :599, MEAN ANNUAL TEMP: 51IA-1.11 FUEL PUMP CANOPY SCHEMATIC 11 16.ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, DIMENSIONS AND DETAILS PRIOR OPENING PROTECTIVES 8716 COMPLY WITH 716 AT FIRE BARRIERS USE UL FIRE DOORS PER SCHEDULE DUCTS/AIR TRANSFER 8717 COMPLY WITH 717 AT FIRE BARRIERS USE UL FIRE DAMPERS 1603.1.4 WI DESIGN DATA: OTC 'O y LIST OF SITE PLAN DRAWINGS 77 TO CONSTRUCTION,AND AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING.THE OWNER SHALL BE NOTIFIED �i Hazards b Location IN WRITING OF ANY DISCREPANCIES AOR OMISSIONS,WHICH WOULD INTERFERE WITH THE SATISFACTORY EXECUTION OF CONCEALED SPACES 8718 NOT APPLICABLE NOT APPLICABLE NO CONCEALED SPACES BASIC DESIGN WIND SPEED V- 128 MPH AS EVIDENCED BY ACT SHEET TITLE THE DESIGN AND OR THE COMPLETION. INSULATING MATERIALS B720 COMPLY WITH 720.2 COMPLY WITH 720.2 FLAME SPREAD<25, SMOKE DEV.<450 - IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR SUBCONTRACTOR SHALL ASSUME "HAZARDS BY LOCATION MAP" FOR PROJECT LOCATION. SEE AC-1 ZONING ANALYSIS/ALIGNMENT PLAN THE MOST COSTLY CONDITION WHEN BIDDING AND PERFORMING SUCH WORK. 8 INTERIOR FINISHES-STAIRWAY TABLE803.11 NOT APPLICABLE NOT APPLICABLE NO INTERIOR STAIRWAY/PASSAGE WAY MAP & REPORT-ASCE 7-16 Search Information AC-2 EXISTING/DEMOLITION/500' RADIUS 17.ALL CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,SUCH AS WORK INTERIOR FINISHES-CORRIDOR TABLE803.11 NOT APPLICABLE NOT APPLICABLE NO CORRIDORS AC-3 SITE LANDSCAPING PLAN AREAS USED FOR MATERIAL STORAGE,ACCESS TO AND FROM WORK AREAS,TIMING OF WORK,SPECIAL INTERIOR FINISHES-SPACES TABLE803.11 GROUP F/B/S CLASS C MINIMUM CLASS C MIN. WALL AND CEILING FINISH RISK CATEGORY: II Address: 45450 Middle Rd,Southold, NY 11971, USA AC-4 SITE LIGHTING PLAN CONSIDERATIONS OR NOISY OPERATIONS, INTERRUPTIONS FOR MECHANICAL AND ELECTRICAL SERVICES, ETC. FLOOR FINISHES 8804 CLASS II ORNON FIBER P.C.NCT/WOOD ANY CARPET TO MEET DOC FF-1 PILL TEST IMPORTANCE FACTOR II (1604.5) = 1.0 18.EACH CONTRACTOR AND SUBCONTRACTOR SHALL FURNISH A FIELD PROGRESS SCHEDULE TO THE ARCHITECT AND Coordinates: 41.071558,-72.431018999?9999 AC-5 GRADING/DRAINAGE/UTILITY PLAN OWNER FOR ALL PHASES OF CONSTRUCTION. 9 FIRE PROTECTION-SPRINKLER B903 M: NOT REQUIRED NOT REQUIRED NOT REQUIRED BY OCCUPANCY OR AREA 609.1.1 DETERMINATION OF WIND LOADS: IBC 1609. LL AC-6 WATER / SANITARY PLAN STORIES WITHOUT OPENINGS B903.2.11.1 75'MAX TO 2 OPENINGS OPENINGS PROVIDED SPRINKLER NOT REQUIRED EIGHTS METHOD Elevation: 47 ft AC-7 SITE DETAILS 19.ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE HELD RESPONSIBLE FOR COORDINATION BETWEEN EACH OF STANDPIPES B 905 NOT REQUIRED NOT REQUIRED SPRINKLER NOT REQUIRED HIS RESPECTIVE SUBCONTRACTORS AND THEIR PORTION OF THE WORK. FIRE EXTINGUISHERS B 906 REQUIRED/NFPA 10 PROVIDE 2-4 TYPE 75'MAX TRAVEL DISTANCE 1/1500 SQFT=2 MIN. AC-8 EROSION CONTROL PLAN 1609.1.2 DETERMINATION OF PROTECTION OF OPENINGS: Timestamp: 2020-04-17T12:43:35.995Z 20.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BY HIS RESPECTIVE FIRE ALARM B 907 NOT REQUIRED PROVIDE SYSTEM PROVIDE NFPA 72 SYSTEM REFER TO PLANNING BOARD APPROVED SITE SUBCONTRACTORS. CARBON MONOXIDE SYSTEM B 908 REQUIRED-NYS PROVIDE SYSTEM PROVIDE NFPA 720 CO SYSTEM WIND-BORNE DEBRIS REGION. Areas within hurricane- prone Hazard Type: Wind PLAN, SCDHS, SCDPW DRAWINGS AND PERMITS 21.ALL CONTRACTORS SHALL HAVE A COMPETENT FOREMAN ON THE PREMISES AT ALL TIMES WHILE THE WORK IS IN 10 MEANS OF EGRESS 81003 GENERAL COMPLY W/1003-1015 EXIT ACCESS, EXITS, EXIT DISCHARGE regions located: PROGRESS. CEILING HEIGHT 81003.2 7'-6"MIN COMPLIES 9'-0"MIN PROVIDED ASCE 7-16 , . 22.All WORK SHALL BE MANUFACTURED IN AMPLE TIME SO AS NOT TO DELAY THE PROGRESS OF THE WORK AND SHALL BE OCCUPANT LOAD B1004 DESIGN OCCUPANT LOAD BY CALCULATION SEE CALCULATION BELOW 1. Within 1 mile (1.61 km) of the coastal mean high water line where DELIVERED AT SUCH TIME AS REQUIRED FOR PROPER COORDINATION OF THE WORK. GROSS BUILDING AREA:2,400 SQFT. GROSS OCCUPANCY AREA: 2,300 SQFT(DEDUCTS EXTERIOR WALLS) the basic design wind speed, V, is 130 mph (58 m/s) or greater; or 23.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS AND REGULATORY APPROVALS SITE IS LESS THAN 0.95 MI TO L.I. SOUND BUT BASIC WIND MRI 10-Year „ ,•„ �- �' `� - 76 mph AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR RESPECTIVE DISCIPLINE. TABLE 1004.1.2 USE ALLOWANCE SQFT NUMBER OF PERSONS MERCANTILE 1/60 GROSS 1,600 1,600 SQFT/60=26.6 SPEED (V)IS 128 MPH AS EVIDENCED BY ACT "HAZARDS BY 24.ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL DRAWINGS AND STORAGE AREAS 1/300 GROSS 700 700 SQFT/300-2.3 OCATION" MAP SPECIFICATIONS,AND SHALL INSPECT THE EXISTING CONDITIONS IN THE FIELD AND FIELD MEASURE AND VERIFY ALL MRI 25-Year 87 mph DIMENSIONS OF THE BUILDING AND ALL DIMENSIONS RELATED THERETO.DO NOT SCALE THE DRAWINGS.DIMENSIONS OCCUPANT LOAD - - 29 PERSONS TOTAL "" ^ h SHALL GOVERN ALL DRAWINGS.REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS REQUIRING CLARIFICATIONS TO ITE IS NOT IN A WINDBORNE DEBRIS REGION. THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. 10 EGRESS SIZING-STAIRWAYS B1005.3.1 NONE NONE NONE LAZED OPENINGS ARE NOT REQUIRED TO BE PROTECT MRI 50 EGRESS SIZING-OTHER 81005.3.2 0.2"X29 PERSONS=6" MIN 2-36"DOORS PROVIDE XCEEDS MINIMUMS 25.NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE CONTINUITY B1005.4 MAINTAIN TO PUBLICWAY SIZE NOT REDUCED SIZE CONTINUITY TO PUBLIC WAY -Year ,.{ 98 mph ARCHITECT,UNLESS NOTED OTHERWISE. WIND EXPOSURE CATEGORY(1609.3) = B. TYPE B SURFACE DISTRIBUTION,CONVERGENCE, ENCROACHMENT, PROJECTIONS COMPLY WITH MINIMUMS ROUGHNESS PREVAILS WITHIN 2600' IN ALL QUADRANTS. ; 26.ALL CONTRACTORS AND SUBCONITRACTORS SHALL PATCH AND REPAIR CONSTRUCTION WHERE DAMAGED OR SPACE W/ONE EXIT TBL. 1006.2.1 ONE REQUIRED ONE PROVIDED >30 OCCUPANTS>75'TRAVEL MRI 100-Year ,..<,_,.... ...... ,mrt...,.,,... .... I',. 105 mph DISTURBED BY HIS WORK AND AS CALLED FOR ON THE DRAWINGS.ALL EXISTING AREAS OF THE BUILDING WHICH ARE COMPONENTS AND CLADDING LOADS: Ell �- DAMAGED BY ANY CONTRACTOR SHALL BE RESTORED TO MATCH EXISTING CONDITIONS,AT NO ADDITIONAL COST TO THE STORIES W/ONE EXIT TBL1006.3.2 ONE REQUIRED ONE PROVIDED >49 OCCUPANTS>75'TRAVEL N OWNER. EXIT ACCESS CONFIGURATION B1007.1.1 ONE EXIT DESIGN ONE EXIST DESIGN SEE REPORT THIS SHEET 27.ALL FIRE EXITS SHALL BE KEPT CLEAR AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. EXIT ILLUMINATION B1008.1 REQUIRED PROVIDED NOT LESS THAN 1FC AT FLOOR Risk CategoryI -` µ„. .<. 119 mph EMERGENCY LIGHTING POWER B1008.3 REQUIRED PROVIDED COMPLY WITH 1008.3.2-1008.3. 28.ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING ACCESSIBLE EGRESS 81009.1 ONE REQUIRED ONE PROVIDED REQUIRED TO MAINTAIN THE STRUCTURAL STABILITY OF THE BUILDING DURING CONSTRUCTION,AS IT RELATES TO THEIR ACCESSIBLE STAIR B1009.1 NONE NONE RISk Cate b II 128 m h DISCIPLINE.ALL WORK SHALL BE PERFORMED IN A SAFE ENVIRONMENT AND IN ACCORDANCE WITH THE CURRENT OSHA g ry p REGULATIONS WHERE APPLICABLE. DOORS/GATES-SIZES 81010 32"MIN CLEAR 36" DOORS PROVIDED USE 36" MINIMUM DOORS 29.EACH CONTRACTOR SHALL PROVIDE WEATHER PROTECTION FOR ALL PORTIONS OF THE WORK THAT BECOMES DOORS-PROJECTION 1010.1.1.1 COMPLY W/LIMITS COMPLY W/LIMITS CLOSERS AND DOOR STOPS AT 78" MIN Risk CategoryIII 137 mph EXPOSED TO WEATHER AS IT RELATES TO THEIR RESPECTIVE DISCIPLINE.EACH CONTRACTOR SHALL BE RESPONSIBLE DOORS-SWING 1010.1.2.1 LESS THAN 50 PERSONS OUT SWING EXIT DRS OUT SWING DOORS PROVIDED p FOR ALL COSTS INCURRED FOR DAMAGES DUE TO INSUFFICIENT WEATHER PROTECTION. DOORS-FORCE 1010.1.3 COMPLY W/LIMITS COMPLY W/LIMITS OPENING& LATCH FORCE MAXIMUMS APPLY 30.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR DOORS-HARDWARE 1010.1.9.1 ONE MOTION REQUIRED COMPLY W/LIMITS USE ACCESSIBLE HARDWARE ,�,, ;:_A�„t.q-; ,� ,,r ,,;.�,, 1,, �..,^..t{X" �.sQ»:,�:•z�,.. _;�;,.kr.::,�r��'•?;;.:,;,:s? PROTECTIONS AND/OR ENCLOSURE OF AREAS OF WORK AND PROTECTION OF AREAS WHERE THERE IS NO FURTHER NEW WORK AS IT RELATES TO THEIR RESPECTIVE DISCIPLINE.R=MOVE TEMPORARY FACILITIES WHEN NO LONGER NEEDED. DOORS-HARDWARE 1010.1.9.1 ONE MOTION REQUIRED COMPLY W/LIMITS USE ACCESSIBLE HARDWARE , rY .;`• <gA� 6.,,,.Y y:. ,�M*„ ;,Y ,'._ 3t^x.z, .:fir r"� a . .;�..�>ti:°:..',=.c.V.}z R,;��;.c�",y�.•r' � w' c�.4„:+�-";I�,f'�+"�'rHy'`a:�'i,.t`�-a t•� ,«�,w$ ,.s tr �,a�i�u�?';:�"'=� ��i "� rLA" EXIT SIGNS 81013 REQUIRED PROVIDED PROVIDE AT EXIT DOORS CONFORM TO 1013 31.ALL CONTRACTORS AND SUBCONTRACTORS ARE TO FURNISH PROPER INSURANCE CERTIFICATES TO OWNER BEFORE COMMENCEMENT OF THEIR WORK ALL CONTRACTORS AND SUBCONTRACTORS ARE TO FURNISH LEIN WAVIER'S PRIOR TO HANDRAILS B1014 REQUIRED 34"-38" PROVIDED PROVIDE AT STAIR COMPLY WITH 1014 `'`"`" " ' ' '`"~ &"4�+=s � +r't•f PAYMENT. GAURDS 81015 REQUIRED 42" MIN PROVIDED PROVIDE AT STAIR/MEZZ COMPLY WITH 1015 °'" �1,<* :.• k;. , ^ `a' G "L -'.. == r ,� ' EXIT ACCESS-TRAVEL DIST. 61017 75' MAX SINGLE EXIT 74'MAX PROVIDED COMPLIES WITH LIMITS 60,_0„ �� MATERIALS LEGEND 2902.1 .MINIMUM PLUMBING FIXTURES BASED ON OCCUPANT LOAD: �, � ,y s �: v t f OCCUPANT LOAD 29 PERSONS/2 15 MALE&15 FEMALES«r , .� M USE:MALE WATER CLOSETS A PER 500, FEMALE WATER CLOSETS A PER 500 LIGHTWEIGHT CONCRETE SHIM ¢ MUSE:MALE LAVATORIES :1 PER 750, MALE LAVATORIES :1 PER 750 " - r ti r OR GYPSUM BOARD 0 0 CLOSET ' d t " 26'-2" r' 6 / to ro I .• BIN FIXTURES ARE REQUIRED, EFACILITIES:WHERE PLUM G Q 2 2.2 SEPARATE N 90 Y c, ,n _...ycis- -�x.. -a - .i ,:% ,..-.� 13...,! - •;:,_ 'Mk..'�4Mro;'�7""r.`*: ', .. ,: ? CONCRETE INSULATION SEPARATE FACILITIES SHALL BE PROVIDED FOR EACH SEX. LAV /STORAGE r ° tF _ ',4 ''-�- "�"'• h ® (LOOSE OR BATT) - _ WALK IN a METAL EXCEPTIONS: COOLER r-z„ 4314" a'-4 4314" (LARGE SCALE) - cLAss SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES " -- -- H^ - w - (LARGE SCALE) IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER. �o METAL FIXTURES MALE WC FEMALE WC MALE LAV FEMALE LAV DRINK. FOUNT. SERVICE SINK Mo (SMALL SCALE STRUCTURAL) ® ACOUSTICAL TILE REQUIRED 1 1 1 1 1/11 1 N PROVIDED 1 1 1 1 2-DUAL UNIT 1 FLOORING ® RESILIENT FLO ® CERAMIC TILE TABLE 403 MECHANICAL VENTILATION RATES: I CP' " - I - CARPET & PAD - SITE GYPSUM WALL BOARD RETAIL SALES @ 7.5 CFM/PERSON=29X20=160 CFM a - yp (LARGE SCALE) STOREAGE @ 0.12 CFM/SQFT=84 CFM _ o RESTROOMS @ 75 CFMNVC=75 CFM (D'_ ' 2 �, WOOD ( FINISHED ) ® 0 �o N J ALUMINUM in N v �i t; �! z� IrF N F Z M O2 60 o ON WOOD ( ROUGH ) - N w I OPS >0 DRAWING LEGEND KEY MAP MPNR° 1 ROOM NAME J NO. ROOM IDENTIFIER NO. NOTE INDICATOR NO. DOOR/OPENING IDENTIFIER I CONVENIE CE STORE i�'I G N !GO S l a 13' SALES COUNTE ' EMERGENCY EXTERIOR"KNOX BOX"FOR REVISION INDICATOR - MAXIMUM COMMON PATH EXIT TRAVEL �, LI HT ALARM PANEL ACCESS Iz�GI 15T�Iz�D A{ZGN IT�GT N DISTANCE:74'(75'ALLOWED-SINGLE EXIT) EXIT SIGN FIRE ALARM CONTROL PANEL NO. WINDOW IDENTIFIER t. N0. COLUMN LINE OR o GRID INDICATOR a _ _ PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 WALL TYPE IDENTIFIER ,, '- i._,. �''• i NO' E-Mail: architect@optonline.net DWG � MATCH LINE (DWG=DRAWING NUMBER ,��,RE D A Roy FOR CONTINUATION) NO EQUIPMENT IDENTIFIER 2,400 SQFT GROSS BUILDING � NIC � 45450 CK 45 2,300 SQFT GROSS OCCUPANCY AREA <; OSS MERCANTILE:1,600 SQFT/60=26.6 PERSONS 9 F SOUTHOLD, N.Y. NO. DETAIL INDICATOR �� BREAK LINE SCALE: 1/8"=1'-0" STOCK/UTILITY:OCCUPANCY:28.9T29 PERSONS SONS GORE ANAYLYSIS/NOTES .c1 ¢- _ NO. ELEVATION VIEW INDICATOR EGRESS PLAN � NI 05 �`� Scale:1/4„-1'-0" Rev Date: 02/09/2021 SECTION INDICATOR NO./DWG ` DWG Rev Date:02/09/2021 �� Rev Date:04/17/2020 Job# 17080 By: E. Nicosia # 1 OF 11 A ' Section ' Mechanical Rough-In Plans Verified Field Verified Section # Ins ection Value Value Complies? Comments/Assumptions &Req._I_D_ P # Rough-In Electrical Inspection Complies? Comments/Assumptions COMcheck Software Version 4.1,.55.1 COMcheck Software Version 4.1.5.1 6.4.1.4, HVAC equipment efficiency ; Efficiency:- Efficiency,_ ;❑Complies See the Mechanical Systems list &_Req.ID 6.4.1.5 verified.Non-NAECA HVAC ; j❑Does Not 'for values. 8.4.2 At least 50%of all 125 volt 15-and ❑Complies 'Exception:Space type is not private office,open office,or Envelope Compliance Certificate Inspection Checklist IMEl]z equipment labeled as meeting ! [EL10]z an Amp autorececontroes areice. lledby '❑Does Not computer classroom. 90.L j ❑Not Observable an automatic control device. Observable; j❑Not Applicable � , 6�( rNriEnergy Code: 90.1 (2016) Standard 6.4.3.4.1 Stair and elevator shaft vents (' ❑Complies Exception:Requirement ❑Not Applicable ; __ [ME3]3 have motorized dampers that ! ❑Does Not 'does not apply. 8.4.3 New buildings have electrical energy :❑Complies Exception:Buildings 25,000 ft2. Requirements:98.0%were addressed directly in the COMcheck software automatically close. t [EL11]2 use measurement devices installed. ;❑Does Not ❑Not Observable Where tenant spaces exist,each ' Project Information Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each I' ❑Not Applicable j ;tenant is monitored separately.In Not Observable; requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception -'-- --__--- _ 'buildings with a digital control system ;❑Not Applicable Energy Code: 90.1(2016)Standard 6.43.4.2, Outdoor air and exhaust systems r ❑Complies Exception:Gravity dampers 1 is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 6.4.3.4.3 have motorized dampers that k ❑Does Not (,acceptable In buildings 3 the energy use Is transmitted to to 1 Project Title: 45450 County Road 48 s control system and displayed Location: Southold,New York Section IME4] automatically shut when not in 'stories. ( ❑Not Observable graphically. ; use and meet maximum leakage '❑No[A - Climate Zone: 4a # Plan Review Complies? Comments/Assumptions rates.Check gravity dampers Applicable ;Location on plans/spec: 9.4.1.1 Automatic control requirements ❑Complies 'Requirement will be met. &Req.ID 1 __ where allowed. i ENERGY CODE [ELl1z �prescribed In Table 9.6.1,for the ❑Does Not Project Type: New Construction -- - t I 4.2.2, 'Plans and/or specifications provide all ;❑Complies ;Requirement will be met r 'REQUIREMENTS SHEET appropriate space type,are installed. I Location on plans/spec:ENERGY CODE REQUIREMENTS Vertical Glean I Wall Area: 16% ------- ------- --- - ---- ❑Not Observable 9 5.43.1.1, 'information with which compliance ❑Does Not ( Mandatory lighting controls(labeled SHEET Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW:USA_CT_Bridgeport-Sikorsky.Mem.AP.725040_TMY3.epw) 6.4.3.4.5 Enclosed parking garage T ❑Complies Exception:Requirement as'REQ')and o ❑Not Applicable 5.7 1 can be determined for the building .❑Not Observable Location on plans/spec:ENERGY CODE REQUIREMENTS [ME39J3 ventilation has automatic ❑Does Not ,does not apply. phonal choice controls � [PRI] 'envelope and document where SHEET&SECTION contaminant detection and `' ,(labeled as'ADDi'and'ADD2')are exceptions to the standard are Applicable capacity to stage or modulate E ❑Not Observable implemented. __ Construction Site; Owner/Agent: Designer/Contractor: ,claimed. _ fans to 50%or less of design ❑Not Applicable 9.4.1.1 ,Independent lighting controls installed ❑Complies I Requirement will be met. 45450 Co.inty Road 48 Eric Nicosia,R.A. 4.2.2, 'Plans,specifications,and/or i❑Complies Requirement will be met. capacity. I _-___ __ ___ � [EL21z per approved lighting plans and all ❑Does Not ! P.O.Box 879 6.4.4.2.1, calculations provide all information manual controls readily accessible and 'Location on plans/spec:ENERGY CODE REQUIREMENTS Southold,NY 11971 p Does Not 6.4.3.4.4 Ventilation fans>0.75 hp have §§§ r❑Complies Requirement will be met. Observable I Rocky Point,NY 11778 6.7.2 :with which compliance can be Location on plans/spec:ENERGY CODE REQUIREMENTS [ME5]3 automatic controls to shut off fan ❑visible to occupants. SHEET&SECTION Not Observable Does Not 631-92B-4456 [PR2p ;determined for the mechanical i❑ SHEET when not required. Location on plans/spec: ❑Not Applicable 'systems and equipment and ❑Not Applicable ❑Not Observable ,ENERGY CODE 9.4.1.1f ;Daylight areas under skylights and1❑Complles 1 Exception:Requirement does not apply. 'document where exceptions to the 1 I ❑Not Applicable 'REQUIREMENTS SHEET [EL13j1 'roof monitors that have more than �❑Does Not i standard are claimed.Load 6.4.3.8 'Demand contrpol ventilation _ ❑DoesPNot Requirement will be met. 1150 W combined Input power for ❑Not Building Area Floor Area calculations per acceptable ,general lighting are controlled by ❑Not Observable [ME61 provided fors aces>500 ft2 and engineeringstandardsand ❑ 'photocontrols. Applicable .handbooks. >25 people/1000 ft2 occupant i ❑Not Observable �Location on plans/spec: - -- -- -- - 1-Retail:Nonresidential 2400 ---- - -- density and served by systems i ENERGY CODE 9.4.1.4 Automatic lighting controls for exterior❑Complies Requirement will be met. 4.2.2, ,Plans,specifications,and/or -'❑Complies Requirement will be met. 'with air side economizer,auto I ❑Not Applicable REQUIREMENTS SHEET [EI-31" lighting installed. 1❑Does Not 7.7.1, 'calculations provide all information ❑Does Not modulating outside air damper ` I Location on plans/spec:TIMER CONTROLED EXTERIOR Envelope Assemblies 10,Z with which compliance can be Location on plans/spec:ENERGY CODE REQUIREMENTS control,or design airflow>3,000 i ,❑Not Observable,LIGHTING PER SITE PLAN [PR311 determined for the service water ❑Not Observable,SHEET _ tfm 1❑Not Applicable Assembly Gross Area Cavity Cont. Proposed Budget U• heating systems and equipment and ❑Not Applicable ' ------- 9.4.1.3 I Separate lighting control devices for ;❑Complies Requirement will be met. document where exceptions to the i 6.5.3.2.1 DX cooling systems>=75 kBtu/h;. ❑Complies Exception:Requirement 1 or R•Value R-Value U•Factor Factogn i [ME40]z (>=65 ketu/h effective 1/2016) f ❑Does Not does not apply. [EL4] !specific uses Installed per approved j❑Does Not ,standard are claimed.Hot water i and chilled-water and 6 ;lighting plans. Location on plans/spec:ENERGY CODE REQUIREMENTS Perimeter system sized per manufacturer's i , ❑Not Observable evaporative cooling fan motor hp J ❑Not Observable See the Mechanical Systems list SHEET ❑Not Applicable Roof 1:Attic Roof with Wood Joists,(Bldg.Use 1-Retail) 2400 38.0 0.0 0 027 0.021 sizing guide. >_1/e designed to vary supply ; ❑Not Applicable for values. ( pp Floor 1:Stab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1- 200 - 10.0 0.540 0.520 4.2.2, Plans,specifications,and/or ❑Complies I Requirement will be met. fan airflow as a function of load ( 9.6.2 ;Additional interior lighting power ❑Complies Requirement will be met. 8.4.1.1, calculations provide all Information ❑Does Not and comply with operational ' [ELS]' allowed for special functions per the ❑Does Not Retail](c) 8.4.1.2, with which compliance can be requirements. ;approved lighting plans and is Location on plans/spec:NOT APPLICABLE LJORTHF_A8T -- --- --- ❑Not A-I' 8.7 determined for the electrical systems ❑Not Observable: - ❑Not Observable z ❑Not Applicable 6.4.4.1.1 Insulation exposed to weather ❑Com lies :Requirement automatically controlled and Exterior Wall East:Wood-Framed,24"o.c.,[Bldg Use 1-Retail] 600 21.0 0.0 0.060 0.064 [PR6] and equipment and document where PP a p P q irement wall be met. (separated from general_lighting_- Applicable 1, exceptions are claimed.Feeder [MET] protected from damage. t ❑Does Not 10.4.1 Electric motors meet re uirements ❑Com hes Window:Wood Frame Fixed,Ped.Specs.:Product ID AND-N-82- 140 - - 0.280 0.310 Insuation outside of the Location onplans/spec: q P• I Requirement will be met. p connectors sized in accordance with ❑Not Observable [EL91z where applicable, ,❑ 03683-00001,SHGC 0.29,PF 0.13,VT 0.50,[Bldg.Use 1-Retaiq(b) approved plans and branch circuits i conditioned space and associated:: i ENERGY CODEDoes Not Door:Glass:(>50%glazing):Nonmetal Frame,Entrance Door,Ped. 46 -• -- 0.310 0.310 ____sized for maximum drop of 3%. i _ , with cooling systems is vapor I ❑Not Applicable REQUIREMENTS SHEET Location on plans/spec:ENERGY CODE REQUIREMENTS retardant. ❑Not Observable SHEET Specs.:Product ID AND-N-130,SHGC 0.29,PF 0.10,VT 0.49,[Bldg. 4,2,2, Plans,specifications,and/or ❑Complies Requirement will be met ------- l --- - --------- -- � ❑Not Applicable Use 1-Retail](b) 9.43,9.7 :calculations provide all information ❑Does Not6,4.4.1.2 HVAC ducts and plenums ; R-- R-_ ❑Complies Requirement will be met. [PR4]1 with which compliance can be 'Location on plans/spec:ENERGY CODE REQUIREMENTS IMEB]z insulated per Table 6.8.2.Where ❑Does Not Section SOUTHEASiT 'determined for the interior lighting []Not Observable SHEET ducts or plenums are installed In j Location on plans/spec: # Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Exterior Wall South:Wood-Framed,24"o.c.,[Bldg,Use 1-Retaill 400 21.0 0.0 0 060 0.064 ❑Not Observable Value Value 'and electrical systems and equipment ❑Not Applicable I or under a slab,verification may ENERGY CODE &Req_.ID need to occur during Foundation 1 ❑Not Applicable REQUIREMENTS SHEET SOUTHWEST ;and document where exceptions to 4.2.4 ;Installed roof insulation type and ' R-_ R- ;❑Complies ',See the Envelope assemblies Inspection. 1 i Exterior Wall West:Wood-Framed,24"o.c.,[Bldg.Use 1-Retailj 600 21.0 0.0 0.060 0.064 ;the standard are claimed.Information I P [IN211 R-value consistent with insulation ❑Above deck ❑Above deck ;❑Does Not Mable for values. ;provided should include interior 6.4.4.1.3 HVAC piping insulation thickness.; -in. -In. ❑Complies Requirement will be met. (specifications reported in plans NORTHWEST ,lighting power calculations,wattage of [ME9]z Where piping is installed in or ❑Does Not ,and COMcheck reports.For some j❑ Metal ;❑ Metal j❑Not Observable Exterior Wall North:Wood-Framed,24"o.c.,[Bldg Use 1-Retail] 400 21.0 0.0 0.060 0,064 :bulbs and ballasts,transformers and ; I under a slab,verification may � Location on plans/spec: Iceiling systems,verification may I❑Attic ❑Attic j❑Not Applicable ❑Not Observable 'control devices. ' need to occur during Foundation i ENERGY CODE ,need to occur Burin Framin Window:Wood Frame:Fized,Ped.Specs.:Product ID AND-N-82• 123 - -- 0.280 0.310 ❑Not A (,cable 9 9 I 03683-00001,SHGC 0.29,PF 0.13,VT 0.50,[Bldg.Use 1-Retail](b) Inspection. PP 'REQUIREMENTS SHEET _;Inspection. (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Section # Plan Review Complies? Comments/Assumptions 5.6.1.2, Roof insulation installed per ❑Complies Requirement will be met. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation, &Req.ID - Section Mechanical Rough-In Plans Verified Field Verified [IN3]13 (Blown ortpoured loose-fillns. (c)Slab-•On-Grade proposed and budget U-factors shown in table are F-factors. "-- # ns/p c. Complies? Comments/Assumptions I• ❑Not Observable ;Location on pia s e 9.7 (Plans,s ecifications,and/or ❑Com lies ;Re Requirement will be met. Inspection Value Value insulation is installed only where ;ENERGY CODE [PR8]1 ;calculations provide all information ;❑Doe shot q 6.4.4.L4 Thermal! ineffective ane! < - ❑Com lies (the ceiling slope is<=3:12. - ❑Not Applicable 'REQUIREMENTS SHEET - --- ------------- ---- -�--- JException:Requirement ------ -- -----.--------- - --�--- I -- .;w.• _,,i ;�; y.,. I - ;with which compliance can be !Location on plans/spec,ENERGY CODE REQUIREMENTS 3 y p ( P 4.2.4 Installed above-grade wall I R- R- ❑Complies !See the Envelope Assemblies F.jS i y y, " a ; ❑Not Observable' [ME41] surfaces of sensible heating ❑Does Not ;does not apply. , - - .....".u..,-,�<� w.:. " -.- _--_ .3... __.. „ _ .,... - .__, -.....�..,....„,,,.....0,_, , ._.,_..._ determined for the exterior lighting SHEET = ❑Not Observable [IN6] �,insulation with Insu ationUe 'tabre for values. Envelope Compliance Statement and electrical systems and equipment ❑Not Applicable panels have Insulation>-R-3.5. r YP 1❑ Mass ❑ Mass ❑Does Not Compliance Statement: The proposed envelope design represented In this document is consistent with the building plans, i and document where exceptions to - --- - - ❑ Metal ;❑ Metal I❑Not Observable ❑Not Applicable , specifications reported in plans Steel ❑Not Applicable i P P P 9 !the standard are dalmed,Information 'and COMcheck reports. li❑ El pp icable I specifications,and other calculations submitted with this permit application.The proposed envelope systems have been provided should include exterior I 6.4.4.2.1 Ducts and plenums having ❑Complies 'Requirement will be met. ; ❑Wood 1❑Wood i designed to meet the 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable ;!lighting power calculations,wattage of, [ME10]2 pressure class ratings are Seal ❑Does Not Class A construction. Location on plans/spec:ec: i mandatory requirements listed in the Inspection Checklist. ,bulbs and ballasts,transformers and ❑Not Observable P P __ i control devices. 6 ❑NotA II[able 'ENERGY CODE ---- COMeheek Software Version 4.1..55.1 Applicable REQUIREMENTS SHEET 5.6.1.2 Above-grade wall insulation ❑Complies ;Requirement will be met. 6.7.2.4 ;Detailed Instructions for HVAC ❑Complies :Exception:Requirement does not apply. ---.-----�----- [IN7j1 installed per manufacturer's ❑Does Not i [PR5]1 ,systems commissioning included on ❑Does Not 6.8.1-15, Electrically operated DX-DORS i ❑Complies ';instructions. a Location on plans/spec: Interior Lighting Compliance Certificate the plans or specifications for projects 6.6.1-16 units meet requirements per , ❑Does Not >=50,000 ft2. ❑Not Observable [ME110]2 Tables 6.8.1-15 or 6.8.1.16. ❑Not Abse Observable ENERGY CODE ❑Not Applicable 1 i ❑Not Observable 1 r` Applicable j REQUIREMENTS SHEET& [Not Applicable I __,_-__ __ !SECTION n�( ------ - r - -----'-- -------'- ' -- - ------------ Section ------- Section 6.4.4.2.2 ,Ductwork operating>3 in.water I ❑Complies ',Requirement will be met 4.2.4 Installed floor insulation type and I R-- I R-- ,❑Complies ;See the Envelope Assemblies Footing/Foundation Plans Verified Field Verified # Compfies2 Comments/Assumptions [MEllj3 column requires air leakage ❑Does Not [IN8]2 R-value consistent with insulation'❑Mass j❑ Mass ❑Does Not ;table for values. Project Information - Inspection I Value Value specifications reported in plans&Req.ID; + - --_-__ -_------------ _ ,testing. i �Locatton on plans/spec: p p j❑Steel I❑ Steel Energy Code: 90.1(2016)Standard g []Not Observable and COMcheck reports, ❑Not Observable 4.2.4 Installed below-grade wall R- R-- ❑Complies ,See the EnvelopeAssembnes and CODE p ;❑Wood ;❑Wood ❑Not Applicable [FOl]z insulation type and R•value ❑Does Not ',table for values. ❑Not Applicable__REQUIREMENTS SHEET pp ----- ---- ----- ' Project Title 45450 County Road 48 consistent with insulation 6.5.2.3 Dehumidification controls 1 ❑Com lies Requirement will be met. I Project T pe: New Construction specifications reported in plans ❑Not Observable 3 3' p q - 1 Y p p [ME191 provided to prevent reheating, ❑Does Not - _ and COMcheck reports. I __ ;❑Not Applicable ; retooling,mixing of hot and cold i •Location on plans/spec: 5.8.1.1 Building envelope insulation is ] ❑Complies Requirement will be met. ❑Not Observable [IN10]z labeled with R-value or insulation ❑ , 4.2.4 Installed slab-on-grade insulation; R-_ R- ,❑Complies ;See rhe Envelope Assemblies airstreams or Concurrent heating [ ENERGY CODE Does Not Construction Site: Owner/Agent: Designer/Contractor. [FO312 type and R-value consistent with Unheated Unheated ❑Does Not (table for values. and cooling of the same i [Not Applicable 'REQUIREMENTS SHEET certificate has been provided ❑Not Observable I ❑ ❑ listing R-value and other relevant 45450 County Road 48 Eric Nicosia,R.A. insulation specifications reported; Heated l Heated airstream. i - ¢ Southold,NY 11971 P.O.Box 879 in plans and COMcheck reports. ❑ ;❑ ;❑Not Observable __ data. ---.---.---------❑Not Applicable j ❑Not Applicable I 6.5.2.4.1 Humidifiers with airstream ° - ❑Complies Exception:Requirement Rocky Point,NY 11778 j p IME68j3 mounted preheating jackets have! ❑Does Not does not apply. 5.8.1.9 Building envelope Insulation ❑Coes Not Requirement will be met. 631-928-4456 ___ - preheat auto-shutoff value set to : [IN161z extends over the full area of the i ❑Does Not 5.81.2 Slab edge insulation installed per; ❑Complies ;Requirement will be met. activate when humidification is ❑Not Observable , component at the proposed rated`, I [FO41z manufacturer's instructions. ❑Does Not .not required. ❑Not Applicable R or U value. ❑Not Observable (Location on plans/spec: ___ _ _ _ __ ❑Nat APPlicable Allowed Interior Lighting Power []Not Observable 'BUILDING SECTION 6.5.2.4.2 Humidification system dispersion '[ - _K -❑Complies Exception:Requirement 5.8.1.4 Eaves are baffled to deflect air to' - � -- - ❑Com lies 9 9 ❑Not Applicable 1 [ME69)3 tube hot surfaces in the ❑ P Requirement will be met. A B C D -------- ------------- ----- -- ---- Does Not does not apply. z es Not Loc Area Category Floor Area Allowed Allowed Watts 5.5.3.5 Slab edge insulation _ft -ft ❑Complies ;See the Envelope Assemblies airstreams of ducts or air- t [INll] above the insulation. ❑Do 9 - R_ d - - - Not Observable ❑Not Observable 'handling units Insulated>: ❑ i atlon on plans/spec: g ry [FO511 depth/length. ❑Does Not table for values. ❑Not A Iicable i ENERGY Cool (ft2) Watts i ft2 (B X C) OS_ ( - PP _ ❑Not Applicable REQUIREMENTS SHEET& ❑Not Observable 6.5.2.5 Preheat coils controlled to stop ❑Complies Requirement will be met. ____ ______ __ SECTION 1-Retail 2400 1.06 2544 ❑_Not Applicable ; [ME70]3 heat output whenever [[ ❑Does Not �� ____- Total Allowed Watts= 2544 !mechanical cooling, [IN125 Insulation is installed in ❑Complies (Requirement Will met. 5.8.1.7 Exterior insulation protected `❑Complies Requirement will be met. including ❑Not Observable Location on plans/spec: [IN12]z substantial contact with the '❑ 1 T economizer operation,Is active. � 'ENERGY CODE inside surface separating , Does Not [FO6] ;against damage,sunlight, ❑Does Not []Not Applicable Proposed Interior Lighting Power moisture,wind,landscaping and ; Location on plans/spec: --___-- _ ,-_-___ -_-__-_____-_._.____._ REQUIREMENTS SHEET conditioned space from ❑❑Not Observable i []Not Observable Not Applicable A B C D E equipment maintenance ❑Not Applicable (NONE 6.5.2.6 a Units that provide ventilation air J ❑Complies Exception:Requirement ^_ 'unconditional space. _--_------__-__._----�_..___,_ activities. PP i [ME106] to multiple zones and operate in t ❑Does Not does not apply. 5.8.1.6 Recessed equipment installed in ; ❑Complies Requirement will be met. Fixture ID:Description!Lamp I Wattage Per Lamp 1 Ballast Lamps! #of Fixture (C X D) - ------------------- conjunction with zone heatingi," Fixture Fixtures Waft. 5.8.1.7.3 Insulation In contact with the : ❑Complies Requirement will be met. [ - ❑Not Observable ' [IN13]2 building envelope assemblies ❑Does Not j 1 ) 1 ;and cooling systems are Location on plans/spec: does not compress[FO7] 'ground has<=0,3%water ❑Does Not i ❑Not Applicable p ess the adjacent absorption rate per ASTM C272. 'Location on plans/spec: 'prevented from using heating or ( PP 'ENERGY CODE insulation. ❑Not Observable I 1-Retail p p ❑Not Observable ;ENERGY CODE heat recovery to warm supply air, REQUIREMENTS SHEET _ ❑Not Applicable ' LED 28W 2x2 LAY IN:LED Other Fixture Unit 28W: 1 2 28 56 ❑Not Applicable ;REQUIREMENTS SHEET& above 60°F when representative , 5.8.1.7.1 Attics and mechanical rooms _ - - ❑Complies Requirement will be met. LED 46W 2x4 LAY IN:LED Other Fixture Unit 46W: 1 18 46 828 -_ building loads or outdoor air ` __ _______ ____ _ _ ___________ �SEC_TIO_N 9 I 'i [IN15]2 ,have insulation protected where Dopes Not LED 13W FLUSH MOUNT,SEALED:LED Other Fixture Unit 16W: 1 5 13 65 -- temperature indicate that most r 6.4.3.7 Freeze rotection and snow/ice � ❑Com lies .Exce tion:Re uirement i adjacent to attic or equipment Location on plans/spec: LED 18 W 6"RECESSED:LED Other Fixture Unit 16W: 1 11 18 198 p " P P q zones demand cooling. I ❑Not Observable [F09]3 melting system sensors for future ❑Does Not ;does not apply. �•------------------------ access. NOT APPLICABLE Total Proposed Watts= 1147 connection to controls. 6.5.3.3 Multiple zone VAV systems with i ] ❑Complies Exception:Requirement ❑Not Applicable ❑Not Observable 1 [ME42]3 DDC of individual zone boxes ❑Does Not Idoes not apply. ❑Not A Iicablehave static pressure setpoint i Section ,. - --- - - i - pP Plans Verified Field Verified .,. ,i,.>�;-:,,,, �,,. _ .:o:. ;.>-._•' rq s..a _ - i ❑Nat Observable ",'-' -.Wit:"•'4 *-�`<--^=-1- - 2 �--" `�^) -- ^'-'-• - `�1" '•.,'-- " - - -"" 6.4.4.1.5 Bottom surface of floor structures' reset controls. 1 !See the Mechanical Systems list # Insulation Inspection Complies. Comments/Assumptions " ...- - " _'. .111-.1. R , R-- ❑Complies ',Exception:Requirement ❑Not Applicable for values. &Req.ID - Valu e Va lie Interior Lighting Compliance Statement [F011]3 incorporating radiant heating ❑Does Not does not apply. 6.5.4.2 HVAC pumping systems with>_ ' ❑Complies !Exception:Requirement 5.8.1.7.2 Foundation vents do not interfere' ❑Complies Requirement will be met. Compliance Statement: The proposed interior lighting design represented in this document is consistent with the buildingplans, Insulated to>=R-3.5. i i ;❑Not Observable values specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been ;See the Envelope Assemblies IME2513 �'var able(fluid flow(seesection i ❑Does Not does not apply. [IN16]z with Insulation. ❑Does Not , designed:o meet the 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable ❑Not Applicable ;table for values. ( ONot . mandator/requirements listed in the Inspection Checklist. ❑Not Applicable( ; --- 3 'roof insulation to meet the .----L----- . ❑Co Applicable abbe( details). f Section Plans Verified Field Verified # Framing/Rough-In Inspectons I Complies? Comments/Assumptions 5.8.1.8 p ;Requirement will be met. •t &Req.ID j Value Value _ Section [ 1 o requirements _❑Does Not COMcheck Software Version 4.1.5.1 - -- --- ---- -- - ---- -- Mechanical Rough-In Plans Verified I Fletd Verified z Cannot be installed on to of a Location on plans/spec: ec: 5.4.3.2 Factory-built and site-assembled ; ❑Complies Requirement will be met. # Compiles, Comments/Assumptions P P P [FRi]3 'fenestration and doors are ❑Does Not j Inspection Value Value ',suspended ceihn Mark[his ❑Not Observable ENERGY CODE &Req.ID _ 1 g PP ;REQUIREMENTS SHEET& labeled or certified as meeting air; ,requirement compliant if ❑Not A Iicable 9 7.5.3 Gas-fired water-heating ❑Complies Requirement will be met. Exterior Lighting Compliance Certificate ❑Not Observable Insulation l5 installed accordingly. SECTION leakage requirements. { [ME78]z equipment installed in new ❑Does Not ❑Not Applicable } buildings:where a singular piece 5.4.3.4 'Vestibules are Installed where i, ❑Complies ;Exception:Doors that open of water-heating equipment>- t ❑Not Observable i Section [FR413 building entrances separate F ❑Does Not 'directly from a space=3000 1,000 kBtu/h serves the entire ❑Not Applicable # Final Inspection Complies? in conditioned space from the ' 'ft2 and separated from the building,thermal efficiency must " &Req.ID_ _ -T---------- __ Project Information exterior,and meet exterior ; ❑Not Observable ,building entrance. be>=90 Et.Where multiple 1 5.4.3.3 Weatherseals installed on all loading ❑Complies Exception:Requirement does not apply. envelope requirements.Doors t ❑Nat Applicable pieces of water-heating • I [Fill' dock cargo doors in Climate Zones 4- ❑Does Not I Energy Code: 90.1(2016)Standard have self-closing devices,and are! equipment serve the building 8. j Project Title: 45450 County Road 48 >-7 ft apart(>=16 ft apart for : with combined rating is>-1,000' ❑Not Observable Project Type: New Construction ;adjoinging floor area>=40000 i kBtu/h,the combined Input- I ' !❑Not Applicable j 'sq.ft.).Vestibule floor area<=7 ; 1 capacity-weighted-average ± I 6.4.3.1.2 Thermostatic controls have a 5°F I❑Com hes (Requirement will be met. Exterior Lighting Zone 2(Neighborhood business district) 50 sq.ft.or 2 percent of the r i thermal efficiency,thermal 3 p 'adjoining conditioned floor area I __ I .efficiency must be>-90 Et. [FI3] deadband. ❑Does Not _ _-- __ , Location on plans/Spec:ENERGY CODE REQUIREMENTS 5.5.4.3a :Vertical fenestration U-Factor. U- I U- :❑Complies ;See the Envelope Assemblies Exclude input rating of I❑Not Observable'SHEET Construction Site: Owner/Agent: Designer/Contractor. [FR81' ! :❑Does Not 'table for values. equipment in individual dwelling ' I _ _ _ I❑Not Applicable I 45450 County Road 48 Eric Nicosia,R.A. I units and equipment<=100 `- I 6.4.3.2 :Temperature controls have setpoint �❑Complies ',Requirement will be met. Southold,NY 11971 P.O.Box 879 I ❑Not Observable ! kBtulh [F120]3 'overlap restrictions. !❑Does Not Rocky Point,NY 11778 ❑Not Applicable ---- �------------__...�.______ ___ Rocky Point, - -- t A- - 6.5.6.1 Exhaust air energy recovery on ; ❑Complies Exception:Requirement Location on plans/spec:ENERGY CODE REQUIREMENTS 5.5.4.3b Skylight fenestration U-Factor. U- U-- ,❑complies .See the Envelope Assemblies IME56]1 'systems meeting Tables 6.5.6.1- ❑Does Not 'does not apply. ❑Not Observable SHEET [FR9]' j❑Does Not :table for values. j 1,and 6.5.6.1-2. i ,❑Not Applicable I , ❑Not Observable ! 6.4.3.3.1 HVAC systems equipped with at least I❑Complies Requirement will be met. ! ❑Not Observable 1 f _____ -- _- ❑Not Applicable 1 [FI2113 ;one automatic shutdown control. Does Not Allowed Exterior Lighting Power j ❑Nat Applicable 6.5.7.2.1 Kitchen hoods>5,000 cfm have I- -.-.❑Complies 'Exception:Requirement (Location on plans/spec:ENERGY CODE REQUIREMENTS A B C D E p [ )z p Does Notapply. � ❑Not Observable 5.5.4.4.1 :Vertical fenestration SHGC SHGC: ❑Complies ISeetheEnveloeAssemblies ME32 make air i ❑ Idoes notSHEET 1 'table for values. air volume. f ❑Not Applicable ; Area/Surface Category Quantity Allowed Tradable Allowed Watts [FR10] I❑Does Not s ❑Not Observable 6.43.3.2 Setback controls allow automatic ❑Com lies ;Requirement will be met. Watts I Unit Wattage (B X C) P q ❑Not Observable ------------ Front _ ________ ❑Not Applicable j 3 j❑Not Applicable [FI22] restart and temporary operation as ❑Does Not Front Entries(Entry canopy) 76 ft2 0.25 Yes 19 6.5.7.2.4 Approved field test used to i e- -�- ❑Complies Exception:Requirement required for maintenance. ,Location on plans/spec:ENERGY CODE REQUIREMENTS Total Tradable Watts(a)= 19 5.5.4.4.2 j Skylight SHGC value. i SHGC:_ ; SHGC:_ :❑Complies 'See the Envelope Assemblies IME4913 evaluate design air flow rates i []Does Not '',does not apply. ❑Not Observable SHEET [FR11]1 , ;❑Does Not I table for vawes. and demonstrate proper capture s ❑Not Applicable Total Allowed Watts= 19 and containment of kitchen ❑Not Observable j --- - ---- i I I .4.3.12 (Air economizer has a fault detection ❑Complies ',Requirement will be met. Total Allowed Supplemental Watts b = 400 1 ;❑Not Observable exhausts stems; ' ❑Not Applicable ; 3 PP O' I _ Y __ -__________ __ ----___ _ _< --_ _ [FI200j 'and die nostics(FDD)system(see ❑Does Not ❑Not Applicable 9 (a)Watage tradeoffs are only allowed between tradable areas/surfaces. PP-___ 6.5.8.1 Unenclosed spaces that are ❑Complies Exception:Requirement details for configuration and Location on plans/spec:ENERGY CODE REQUIREMENTS p p [ME34] heated use only radiant heat. ❑Does Not does not apply. q ❑Not Observable (b)A si,pplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. 5.8.2.1, 'Fenestration products rated(U- ❑Com lies :Requirement will be met. z ,operational requirements). Applicable ;SHEET 5.8.2.3, factor,SHGC,and VT)in []Does Not ❑Not Observable I Proposed Exterior Lighting Power 5.8.2.4, accordance with NFRC or energy 6.4.3.6 When humidification and ❑Complies ,Requirement will be met. p g g ❑Not Observable ❑Not Applicable I _ 3 5.8.2.5 code defaults are used. _______ ________________ _ PP___ [FI6] dehumidification are provided to a ❑Does Not A B C D E (FR12lz ❑Not Applicable i 6.5.9 Hot gas bypass limited to:<=240' - ❑Complies Requirement will be met. zone,simultaneous operation is 'Location on plans/spec:ENERGY CODE REQUIREMENTS Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast p ( ) [ME35] I kBtu/h-15%>240 kBtu/h-10% ' ❑ p Y p ;❑Not Observable Lamps/ #of Fixture C X D prohibited.Humidity control prohibits SHEET Does Not 'the use of fossil fuel or electrics to ❑Not Applicable ; Fixture Fixtures Watt. ------- - ---------- --- '!Location on plans/spec: b 5.8.2.2 'Fenestration and door products ❑Complies IRequirement will be met. [Not Observable !,ENERGY CODE produce RH>30%In the warmest Front Entries(Entry canopy]�ft2)•Tradabl atta_ce [FR13]1 !are labeled,ora signed and ❑Does Not ❑Not Applicable REQUIREMENTS SHEET zone humidified and RH<60%in the LED 28W FLUSH MOUNT:LED Other Fixture Unit 28W: 1 1 28 28 :dated certificate listing the U- ❑Not Observable 1 - --- - coldest zone dehumidified. (factor,SHGC,VT,and air leakage� ' 7.4.2 ^Service water heating equipment ❑Complies Total Tradable Proposed Watts= 28 Irate has been provided by the 9 ❑Not Applicable ' [ME361z meets efficiency requirements. ❑Does Not 6.7.2.1 Furnished HVAC as-built drawings ❑Complies �Requirement will be met. P ; ' [FI7]3 submitted within 90 days of system ❑Does Not _ !manufacturer. ❑Not Observable acceptance. -!.1_.. ._. --. - ---------- --------- -- - ,z `,' 3 >-'i'^- h] 'r 5- f^^ ""'„:.:: - ....,,,,,,. 1111.. ,,.�.+.. 5.5.3.6 U-factor of opaque doors U-_ U- ❑Complies '.See the Envelope Assemblies E ❑Not Observable >.:. �.<.::.... ,... 7 - ; ..,::-. ._._.;.,..,_._.�.._.�.....- ...,,.._.,...-,.._.� .,_�,.,.-.._ ..•..,...-_ ❑Not Applicable [FR14]2 associated with the building ❑Swinging '❑Swinging �❑Does Not (table for values. -=------- ----------- ❑Not Applicable Exterior Lighting Compliance Statement thermal envelope a meets 6.4.3.9-Heating for vestibules and air ❑Complies Exception:Requirement ---- -- p i❑Nonswinging !❑ Nonswinging :[]Not Observable I [ME63]z 'curtains with integral heating � CDoes Not does not apply. 6.7.2.2 ,Furnished O&M manuals for HVAC ❑Complies ;Requirement will be met. Compliance Statement: The proposed exterior lighting design represented In this document is consistent with the building plans, requirements. ;❑Not Applicable j include automatic controls that [FIB]3 systems within 90 days of system ❑Does Not specifications,and other calculations submitted with this permit application,The proposed exterior lighting systems have been PP ❑Not Observable ; acceptance. designed to meet the 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable shut off the heating system when ❑Not Observable outdoor air temperatures>45F. ❑Not Applicable mandatory requirements listed in the Inspection Checklist. 5.4.3.1 :Continuous air barrier Is ❑Complies Exception:Requirement Vestibule heating and cooling __❑Not Applicable ; [FR15]1 wrapped,sealed,caulked, i ❑Does Not 'does not apply. systems controlled by a i 6.7.2.3 An air and/or hydronic system ❑Complies Exception:Requirement does not apply. COMcheck Software Version 4.1.5.1 gasketed,and/or taped in an [FI911 'balancing report is provided for HVAC ❑Does Not ,approved manner,except in € ❑Not Observable 'Location on plans/spec: thermostat in the vestibule with , ❑Not Applicable heating setpoint<=60F and systems serving zones>5,000 ft2 of 'semiheated spaces in climate pP ENERGY CODE []Not Observable Mechanical Compliance Certificate toolingsetpolnt>=80F. conditioned area. , zones 1-6. REQUIREMENTS SHEET ❑Not Applicable ; 6.7.2.4 I HVAC control systems have been ❑Compiles Requirement will be met. Section Section [FI1011 !tested to ensure proper operation, ❑Does Not # Plumbing Rough-In Inspection Complies? Comments/Assumptions Mechanical Rough-In Plans Verified Field Verified calibration and adjustment of controls. •'Location on plans/spec:ENERGY CODE REQUIREMENTS # Complies" Comments/Assumptions N &Req,l_D__ _ _ __ _ Inspection Value Value ❑ of Observable SHEET &Req.ID1 _ : ❑Not Applicable , Project Information 7,4.431 ,Temperature controls installed on '❑Complies 'Requirement will be met. 6.5.10 Doors separating conditioned ❑Complies Exception:Building - PP - [PL2] service water heating systems ,❑Does Not I IME73]3 space from the outdoors have ❑Does Not 'entrances have automatic 7.4.43 Public lavatory faucet water ❑Complies Requirement will be met. Energy Code: 90.1(2016)Standard (<=1204F to maximum temperature Location on plans/spec:ENERGY CODE REQUIREMENTS [Flllj3 temperature<=110°F. '❑poes Not Project Title: 45450 County Road 48 ;for intended use). Observable'SHEET controls that disable/reset , j closing devices. heating and cooling system when ❑Not ObservableLocatlon on plans/spec.ENERGY CODE REQUIREMENTS ❑Not Applicable 9 9 Y []Not Observable Location: Southold,New York open. i ❑Not Applicable 'Location on plans/spec: ❑Not A licable 15HEET&RISER DIAGRAM 7.4.6 Heat traps installed on non-dreulating ❑Complies Requirement will be met ` ENERGY CODE PP Climate Zone: 4a [PL4]3 ;storage water tanks. :❑Does Not � [ REQUIREMENTS SHEET& Project Type: New Construction � j❑Not Observable I SDOOR SCHEDULE Section Final Inspection Complies? Comments/Assumptions ❑Not Applicable j &Re ID _ _ q• -------- Constructicn Site: Owner/Agent: Designer/Contractor 8.7.1 Furnished as-built drawings for ❑Complies ;Requirement will be met. 45450 County Road 48 Eric Nicosia,R.A, [FI16]3 'electric power systems within 30 days ❑Does Not Southolc,NY 11971 P.O.Box 879 Rocky Point,NY 11778of system acceptance. QNot Observable 631-928-4456 ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies !Requirement will be met. [FI17]3 systems and equipment to the ❑Does Not ; Mechanical Systems List buildirepreng Ilila� r� building owner or designated 6rir, Nicosia❑Not Observable f"❑Not Applicable , i I 1 Quantity System Type 8 Description 9.2.2.3 Interior Installed lamp and fixture ❑Complies see the Interior Lighting fixture schedule for values. 1 HVAC System 1(Single Zone): [FI1811 lighting power is consistent with what ❑Does Not � - Heating:leach-Central Furnace,Gas,Capacity=120 kBtu/h is shown on the approved lighting ❑Not Observable 1 ��I ST�IZ�D RIZG H I TGT Proposed Efficiency=80 00%Et,Required EKciency:80.00%Et(or 78%AFUE) ,plans,demonstrating proposed watts Cooling:1 each-Split System,Capacity 60 kBtu/h Eva orativel Cc led ndenser,Air Economizer :are less than or equal to allowed '❑Not Applicable Proposed Efficiency=12.10 EER,Require iciency 12.10 EER+12.3(EER Watts. 11 - PO BOX 879 Rocky Point N.Y. 11778 Fan System: None 9.4.2 1 Exterior lighting power is consistent ❑Complies !See the Exterior Lighting fixture schedule for values. r r 1 Water Heater L• IFI191 (with what is shown on the approved ❑Does No[ (lighting plans,demonstrating Telephone: (631)928-4456 Gas Storage Water Heater,Capacity:75 gallons,Input Rating:75 kBtu/h proposed watts are less than or equal j❑Not ApplicaONot ble( itoallow_edw_a_tts. PP E-Mail: architect@optonline.net No minimum efficiency requirement applies 9.4.4!At least 75%of all permanently ❑Complies Exception:Requirement does not apply. [FI20]' 'installed lighting fixtures in dwelling ❑Does Not �t�E©��C ! Mechanical Compliance Statement units have>=55 luminaire- efficacy ora L 45450 GR 48) >=45 Im/W total luminaire efficacy. .❑Not Observable ,{, Compliance Statement: The proposed mechanical design represented In this document is consistent with the building plans, _ .❑Not Applicable `5 �\C NICoi ,7' specificatbris,and other calculations submitted with this permit application.The proposed mechanical systems have been 10.4.3 Elevators are designed with the ❑Complies Exception:Requirement does not apply. (J' '{ri designed to meet the 90.1(2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable IFI2412 proper lighting,ventilation power,and ❑Does Not C(/ �� SOUTHOLD, N.Y. mandatory requirements listed In the Inspection Checklist. standby mode. Observable'' ❑Not Applicable r/� piping p P Q apply. * �4f�" r V I t 7.4.3 First 8 ft of outletin ❑Com lies !Exce tion:Requirement does not IF1451z nonrecirculating storage system,or ❑Does Not � - - EN EROY GODS REaU I REM ENTS branch piping connected to I recirculated,heat traced,or ❑Not Observable: impredance heated piping is ❑Not Applicable 1 �ry Q ©`s Scale:1/415_1 1_On Rev Date. 02/09/2021 -- insulated.-- - --••--- ---- 7� s i A-1 .2 1111,., ,,. _ ,. Rev Date:02/09/2021 Rev Date:04/17/2020 Job# 17080 By: E. Nicosia1# 20F11 GENERALNOTES -STRUCTURAL 1. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONSTRUCTION OF THE BUILDING HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE A CONTRACTOR. THIS RESPONSIBILITY EXTENDS TO ALL RELATED ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING, FORMS, SHORING USE OF EQUIPMENT, AND SIMILAR CONSTRUCTION PROCEDURES. . 60'-0" 2. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND INSTALLING ALL TEMPORARY SHORING THAT IS 3"X3"X5/8" SLOTTED SQUARE WASHERS TO 12" LONG X 5/8"ANCHOR BOLTS @ 36" O.C. TYPICAL. REQUIRED TO SUPPORT INSTABILITIES DURING CONSTRUCTION, THESE SHORING REQUIREMENTS ARE GENERALLY SHOWN ON EXTEND BOLTS 5"ABOVE FOUNDATION TO ACCOMMODATE DOUBLE 2X6 PPT SILLS THE DRAWINGS. HOWEVER,ALL CONDITIONS MAY NOT BE SHOWN DUE TO HIDDEN CONDITIONS AT EXISTING STRUCTURES. — — — — - - - - - - -• - - - - - - - - 3. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 6° ° m ° ° d ° ° ° ° ° — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —d— — — — — — — — — — — — — — — — —°— — — — — —�— — — — 4. ONE BLACK LINE PRINT OF ALL ERECTION AND DETAIL ENGINEERED CERTIFIED SHOP DRAWINGS FOR WOOD ROOF TRUSSES I INDICATING THE FABRICATOR, MANUFACTURER, FINISH,LAYOUT, AND ALL ACCESSORIES MUST BE SUBMITTED TO AND BE I 58'-8" I °" CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR THE CHECKER'S INITIALS BEFORE SUBMISSION TO THE I ARCHITECT 1=0R REVIEW PRIOR TO FABRICATION. I 5.THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS, ELEVATIONS AND ANGLES WITH ARCHITECTURAL DRAWINGS AND I EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. I I 6. SOME DETAILS OF THE WORK ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. A CAREFUL REVIEW AND STUDY OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE OF THE WORK CAN BE COMPREHENDED-- 7. OMPREHENDED-7. DO NOT SCALE DRAWINGS. I I CHAPTER 18 SOILS AND FOUNDATIONS FOUNDATION WALLS: 8"THICK AIR ENTRAINED 3, ° I I 1803.1 Excavations near footings or foundations. Excavations for any purpose shall not remove lateral support from any footing or foundation 500 PSI @ 28 DAY POURED CONCRETE.I I without first underpinning or protecting the footing or foundation against settlement or lateral translation. I ° FOOTINGS: CONTINUOUS 8" HIGH X 16"WIDE AIR I d 1803.2 Placement of backfill. The excavation outside the foundation shall be backfilled with soil that is free of organic material, construction I I ENTRAINED 3,500 PSI @ 28 DAY POURED debris, cobbles and boulders or a controlled low-strength material (CLSM). The backfill shall be placed in lifts and compacted, in a manner that CONCRETE WITH (2) #5 BOTTOM REBAR. I does not damage the foundation or the waterproofing or dampproofing material. d I FOOTINGS TO BEAR ON UNEXCAVATED SOILS I I ° UNEXCAVATED- SLAB ON GRADE ABOVE ° I SECTION 1805 FOOTINGS AND FOUNDATIONS 1805.9. Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material shall be placed in TOP OF FOUNDATION WALL= TOP OF SLAB accordance with Section 1803.5. CLSM shall be placed in accordance with Section 1803.6. ( 4" MIN. THICK AIR ENTRAINED 3,500 PSI POURED 1805.4.2.5 Protection of concrete. Concrete footings shall be protected from freezing during depositing and for period of not less than five CONCRETE SLAB WITH BARRIER N P X W1,4 WELDED WIRE I I - 9 P 9 9 p 9 p o I I �.oo MESH ON VAPOR BARRIER ON PREPARED SUBGRADE. b days thereafter. Water shall not be allowed to flow through the deposited concrete. C I I oo EXPANSION JOINTS & CONTROL JOINTS PER ACI 318 ( I o 1805.4.2.6 Forming of concrete. Concrete footings are permitted to be cast against the earth where, in the opinion of the code enforcement 2'-0"WIDE CONTINUOUS R-10 PERIMETER INSULATION. official, soil conditions do not require forming. Where forming is required, it shall be in accordance with Chapter 6 of ACI 318. BACKFILL PERIMETER AREA SOIL TO BE I ° COMPACTED TO 95% PROCTOR DENSITY. I I I � ° ( ° ( MINIMUM PRESUMPTIVE SOIL BEARING VALUES : I I 2,000 OO NOTIFY ARCHITECT T BE ORE CONSTRUCTION IF I ACTUAL FIELD CONDITIONS VARY I • I d I I d I CONCRETE NOTES 2.1 MATERIALS I ° A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. I ° B. Plain Steel Wire: ASTM A 82, as drawn. ° C. Plain-Steell Welded Wire Reinforcement: ASTM A 185,fabricated from as-drawn steel wire into sheets. I I EXTERIOR SIDE WALK SLAB ABOVE: 4" MIN. THICK D. Deformed-Steel Welded Wire Reinforcement:ASTM A 497, flat sheet. I AIR ENTRAINED 4,000 PSI POURED CONCRETE I ° E. Portland Cement: ASTM C 150, Type I or IL I SLAB WITH 6"X6"W1.4 X W1.4 WELDED WIRE MESH. F. Fly Ash: ASTM C 618, Type C or F. I G. Aggregates:ASTM C 33, uniformly graded. ( I (4) 5/8"X 12"ANCHOR BOLTS FOR COLUMN I. Air-Entraining Admixture: ASTM C 260. HOLDOWNS ABOVE. J. Chemical Admixtures: ASTM C 494, water reducing. Do not use calcium chloride or admixtures ° containing calcium chloride. ° I e 13 1 10 6 1/2 8-9 /10l 13l K.Vapor Retarder: Clear 10-mil- (0.25-mm-) thick p406.4 PUBLIC PARKING GARAGES. L. Joint-Filler Strips: ASTM D1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork. I L - - - - - - - - - - - - — - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - except at containment area I d ° ° ° ° d ° ° ° M. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. — — — — — — — — —°— — — — _ — — — — — - — — ° —°— _ — — — d — —°— _ — — — — — — — — — — — — — — I N. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B. � rDROP TOP OF WALLS T07 1 f —J o ° I FIT SIDEWALK SLAB II I ' 2.2 MIXES L UNDER COVERED ENTRY N L A. Comply with ACI 318 requirements for concrete mixtures. 13'-9" 10'-6 1/2" 8'-9" 10'-6 1/2" " 13l B. Normal-Weight Concrete: Prepare design mixes, proportioned according to ACI 318, as follows: 1. Minimum Compressive Strength: 3,500 psi (27.6 MPa) at 28 days. (SLAB) 60'-0" 2. Maximum Water-Cementitious Materials Ratio: [0.45]. 3. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm). 4. Air Content: Maintain within range permitted by ACI 391. Do not allow air content of floor slabs FOU-N DATION PLAN to receive toweled finishes to exceed 3 percent. C. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M[and ASTM C 1116]. 1. When air temperature is above 90 deg F(32 deg C), reduce mixing and delivery time to 60 minutes. SCALE: 1/4"=1'-0" 2.3 PLACEMENT A. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment. B. Provide Isolation, control and construction joints in conformance with ACI guidelines. C. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing. k I't f.r.i�A ,}r LOG OF BORING: 13-1-3 (West,South&Ea 2.4 FINISH'S st) A. Slab Finishes: Comply with ACI 302.1 R for screeding, restraightening, and finishing operations for I t� i.c�nrrat't?1,11,inc. I'I:OJEC 1':Former Service station concrete surfaces. Do not wet concrete surfaces. °tt:ntSdna(c °r,:t CL1EN'I': Royal Petroleum rE,i,ne r.'S t-sun-�,sz t 1. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by LOCATION: 45450 Rt.48 Southold, NY waterproofing or other direct-applied material. -_-..__ 2. Scratch finish for surfaces to receive mortar setting beds. SUBSURFACEPROFILE SAM1'I,l;I3-1-3 -- - 3. Troweled finish for floor surfaces and floors to receive floor coverings, or other thin film-finish coatings. x E E a > WELL DETAILS 4 Broom Finish Non-slip treatment per ACI 302.1 R for Exterior and Parking Garage Slabs Q cuou"nstxarnrr: O 11� d ELEV:37.5 FT 1901.2 Plain and reinforced concrete. Structural concrete shall be designed and constructed in accordance with the requirements of this chapter and _ Pre Clear ACI 318 as amended in Section 1908 of this code. Except for the provisions of Sections 1904 and 1910,the design and construction of slabs on -Hand Auger grade shall not be governed by this chapter unless they transmit vertical loads or lateral forces from other parts of the structure to the soil. Tan,med sand,loose no petro odors,dry0.0 85 SP Llghtbrown,sill/sand,slightly 1901.3 Source and applicability. The format and subject matter of Sections 1902 through 1907 of this chapter are patterned after, and in general a >> �•u_rfi no�etroodors moist conformity with, the provisions for structural concrete in ACI 318. _ ?{+'� . tan;med sand;loose 0.0 85 SP no petro odors,dry SECTION 1904 DURABILITY REQUIREMENTS 'S', t 1904.1 Water-cementitious materials ratio. Where maximum water-cementitious materials ratios are specified in ACI 318, they shall be calculated in tan;med sand;loose 0.0 85 SP no petro odors,dry accordance with ACI 318, Section 4.1. tan;med sand;loose 0,0 85 SP SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING no Petro odors,dry 1905.1 General. The required strength and durability of concrete shall be determined by compliance with the proportioning, testing, mixing and 25 placing provisions of Sections 1905.1.1 through 1905.13. �:t?; tan;med sand;loose U85 SP no Petro odors,dry 3 SECTION 1907 DETAILS OF REINFORCEMENT '• ;�, tan;med sand;loose 1907.1 Hooks. Standard hooks on reinforcing bars used in concrete construction shall comply with ACI 318, Section 7.1. no Petro odors,dry 0.0 85 SP �:�:.,.. 1907.2 Minimum bend diameters. Minimum reinforcement bend diameters utilized in concrete construction shall comply with ACI 318, Section 7.2. 351- DTW:36' 1907.3 Bending. The bending of reinforcement shall comply with ACI 318, Section 7.3. Brown;medtcoarsesand;loose ELEV:1.5r Nicosia ao� 1907.4 Surface conditions of reinforcement. The surface conditions of reinforcement shall comply with the provisions of ACI 318, Section 7.4. no Petro odors,Wet � �: 1907.5 Placing reinforcement. The placement of reinforcement, including tolerances on depth and cover, shall comply with the provisions of ACI 318, IZ &IST1zcD A1ZGN IT�GT Section 7.5. Reinforcement shall be accurately placed and adequately supported before concrete is placed. 1907.6 Spacing limits for reinforcement. The clear distance between reinforcing bars, bundled bars, tendons and ducts shall comply with ACI 318, sollcharacteristtcsslmfllarateachboring• p g g p y PO Box 879, Rocky Point, N.Y. 11778 Section 7.6. Telephone: (631)928-4456 1907.7 Concrete protection for reinforcement. The minimum concrete cover for reinforcement shall comply with Sections 1907.7.1 through 1907.7.7. FIGURE:2 E-Mail: architect@optonline.net 1907.7.1 Cast-in-place concrete (nonprestressed). Minimum concrete cover shall be provided for reinforcement in nonprestressed, cast-in-place concrete construction in accordance with ACI 318, Section 7.7.1. MrTitoD: Direct Push HOLE DIAM1s1'ER: 2.25" t�9,EDARC 1 Crete members shall comply with the provisions of ACI 318, Section 7.12. BORING COMPANY: BEI LOGGED BY: JGH: 11/21/17 \g �XC NICOO h'�� 45450 GR 48 1907.13 Requirements for structural integrity. The detailing of reinforcement and connections between concrete members shall comply with the BORING ENCOUNTERED GROUND WATER AT 36'BELOW GRADE(ELEV:1.5') Q FO SOUTHOLD, N.Y. .A provisions of ACI 318, Section 7.13, to improve structural integrity. * ;. - SOIL BORING LOG -- FOUNDATION PLAN �� Rev Date:02/09/2021 0244 5 X04 Scale:1/4"=1'-0" Rev Date: 02/09/2021 A-1 .3 `� Rev Date:04/17/2020 Job# 17080 By: E. Nicosia # 30F11 60' OF TYPE II SHEAR WALL 60'-0" (:A 5 1/2" 59'-1" 5 1/2" h �p�,ti. s0 p� 5 1/2" 26-3 1/8" 5 1/2" 7'-3 3/8" 3 1/2" 4'-6" 3 1/2" 20'-0" 5 1/2" T-2 1/8" 14J IZ)DESIGN LOADS I? w Z Q ZWH N ROOF LOADS O N D a ROOF SP40W 30 DESIGN LOAD ROOF RAIN CV 20 D02C LO ROOF LIVE 20 o r� ROOF DEAD LOADS (PSF) 00 PSF COMMENT ITEM D01 W02 D02 'III O ROOFING 2.5 ARCHITECTURAL ROOFING SHINGLES RE-ROOIF 2.5 RE-ROOF SHEATHING 2.5 5/8" PLYWOOD M X S - - - - - - - - - - - - - - - - - - o _ — -- - X iv 2X6 LVL SUBTOTAL 7.5=10 TOP CHORD DL-NOT INCLUDING TRUSS / — — — — — — — — — — — — — — r , - c� a) MULLION INSULATION 0.5 BATT INSULATION Q RC CHANNEL 0.5 RIGID CHANNEL 16" O.C. // 24"X48" INSU ATED/ I W02 GYPSUM BD 2.5 5/8" TYPE X GYPSUM BOARD FINISHED r WEATHERS BIPED MECH/EI_E 1.5 ELECTRICAL/ MECH. FLEX DUCT Q I ATTIC A CESS) _ II U CC SS] 5.0 BOTTOM CHORD DL-NOT INCLUDING TRUSS [TT0_TA=LC'EAD 15.0 NOT INCLUDING TRUSS W I I N FIRST FLOOR LIVE LOADS PSF I I U USE PSF DESCRIPTION o II O COMMEIRCIAL 1100 1 ALL FLOOR AREAS0 N O II N NAILING SCHEDULES2 Z I ILLJ o r NOT INCLUDING UPLIFT & HOLDOWN CONNECTIONS. j I I U) r = U CV DESCRIPTION - Common Nails #/NAILS NAIL SPACING _moo• co w U) N W II M a ROOF/CEILING: o I I I- ONE STORY SLAB ON GRADE Roofing Shingles 6 roofing nails per shingle i Z I I LLW02 LL StructuralSheathing- Interior Zone 8d 6" o.c edge, 12" o.c. field ' Z O N O Structural Sheathing-4' Perimeter Zone 8d 6" o.c edge, 12" o.c. field I I OLO Sheathing @ Flush and Flying gables 8d 6" o.c edge, 6" o.c. field 0 N LU Rafter/Top Plate (toe-nailed) 3-8d per rafter o I I cor- Ceiling Joist/Top Plate (toe-nailed) 3-8d per joist Ceiling Joist/Parallel Rafter(face-nailed) 3-16d each lap if CJ not on top plate I I Z N Ceiling Joist Lap at Partition (face-nailed) 3-16d each lap U_ Coller Tie to Rafter(face-nailed) 2-10d per tie 3-10d req @ 120 mph zones o I I Z Blocking to Rafter (face-nailed) 2-8d each end o I I W Rim (fascia)to Rafter(end-nailed) 2-16d each end a I I W02 Gypsum Board -Ceiling 5d cool 7"o.c. edge, 10"o.c. field ' 0 WALL: o 0 Gypsum Board-Wall 5d cool 7"o.c. edge, 10"o.c. fieldI I X 2X6 LVL II N a, MULLION Structural Sheathing- 8d 6" o.c edge, 12"o.c. field ' Top Plate to Top Plate (face-nailed) 2-16d per foot I I02 (4) 16" DORIC STYLE LOAD W Top Plat at intersections (face-nailed) 4-16d joints-each side I I BEARING FIBERGLASS COLUMN, Stud To Stud (face-nailed) 2-16d 24" o.c. _Jz Header To Header face-nailed 16d 16" along I I � O BASE & CAPS WITH INTERNAL z ( ) o.c. ag ed es g ' J J UPLIFT STRAP J O Top/Bottom Plate to stud (end nail) 16d per stud I I -n J Top/Bottom Plate to stud (toe-nailed) 2-10d per stud - I I N 2 X Z - _ Bottom Plate to Floor Joist/Rim 2-16d per foot N i LO 3-2k103-2X10l 3-2X10 3-2X10 3-2X10 � �I FLOOR: ., ^3'u%a5r^„_._.tea._:X°.,moi ",. i ,.., ,....._ _. .., ,`...ai :',v:,1 ,• - Structural T&G Subfloor-glued & 8d 6”o.c edge, 12" o.c.field. _ _J z Joist to Sill/Plate/Girder (toe-nailed) 4-8d per joist Q W03 J O W03 W03 3-2X10 W03 3 W03 3-2X10 W03 W03 J O W03 Bridging to Joist (toe-nailed) 2-8d each end iv Blocking to Joist (toe-nailed) 2-8d each end Q� �0, �, N tiOG%� Blocking to Sill or Top Plate (toe-nailed) 3-16d each block 1� 5� 3'-6" 9'-2" 2' 2" 9'-2" 3'-0" 6'-0" 3'-0" 9'-2" 2' 2" 9'-2" 3'-6" Ledger Strip To Beam (face-nailed) 3-16d each joist 5 J� O ti Joist on Ledger To Beam (toe-nailed) 3-8d per joist ,Z4 ��P 4 1/2" 11'-2" QW 9'-5" 4 Band Joist to Joistend-nailed 3-16d per joist � `s Band Joist to Sill/Plate (toe-nailed) 2-16d per oot 13'-9"' � 32'-6" Sj S� 13'-9" I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTIONS JQ� JQ� 60'-0" SEE UPLIFT& HOLDOWN DETAILS FOR CONTINUOUS LOAD PATH INFORMATION 13' OF TYPE II SHEAR WALL TYPE II PERFORATED SHEAR WALLS WITH ALL FRAMING LUMBER TO BE DOUGLAS FIR#2 NORTH SIMPSON HDU4 PRE DEFLECTED 2-2X6 PRESSURE PRESERVATIVE TREATED SOUTHERN YELLOW PINE AT SILL FLOOR FRAMING PLANSCALE: 1/4"=1'-0" HOLDOWNS TO 5/8"ANCHOR BOLTS SHEATHING NOTES: 1: EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING IN BETWEEN FRAMING. UNLESS WINDOW SCHEDULE OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES NUMBER QTY FLOOR WIDTH HEIGHT DESCRIPTION COMMENTS -AND 6" 01.C. AT INTERMEDIATE SUPPORTS. W01 6 2 30 " 3011 2626 PICTURE FINE LITE GRILLS - ATTIC WINDOWS PROVIDE WALL AND CEILING REINFORCEMENTS W02 6 1 5411 7911 WALL LEGEND 4610 TRANSOM/4656 PICTURE MULL FINE LITE GRILLS IN TRANSOM FFOR EQUIPMENT/FIXTURES/GRAB BARS, ETC. 2. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH W03 8 1 5411 6611 4656 PICTURE PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL 10' HIGH EXTERIOR WALL CONSTRUCTION: ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. ANDERSEN 100 SERIES WINDOWS SIDING ON BUILDING WRAP WATER RESISTIVE BARRIER ON APA 24" A 4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. HORIZONTAL MULLION: NON REINFORCED FIBERGLASS. SPAN RATED EXPOSURE 1 STRUCTURAL SHEATHING ON 2X6 DOUGLASFIR#2 STUDS @ 24" O.C. LOCATE STUDS DIRECTLY UNDER ROOF VERTICAL MULLIONS: 1-3/4"X 5-1/2" LVL 5. PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES. MINIMUM DESIGN PRESSURE RATING FOR WINDOWS & MULLIONS: +30 PSF,- 30 PSF TRUSSES, BLOCK PANEL JOINTS. USE 2' HIGH 24"APA SPAN RATEDPRESSURE PRESERVATIVE TREATED EXPOSURE 1 STRUCTURAL 6: SEE NAILING SCHEDULE FOR ROOF SHEATHING AND SHEAR WALL NAILING WINDOW ENERGY VALUES : U: 0.28 , SHGC:0.29, Vt: 0.50- SEE ENERGY CODE NOTES. SHEATHING AT LOWER WALL PERIMETER. (2) 2X6 PRESSURE WHITE PREFINISHED INTERIORS AND EXTERIORS, LOW E4 GLAZING TYPICAL PRESERVATIVE TREATED SILLS. (SEE SECTION) CHAPTER 23 WOOD GYPSUM BOARD RETURNS/INTERIOR SILLS. AWC-NDS 2018 REFERENCE STANDARD SITE BASIC DESIGN WIND SPEED (V)= 128 MIPH AS DETERMINED BY ACT/HAZARDS BY LOCATION MAPPING. --_ -_ NEW INTERIOR NON RATED WALL TO GYPSUM BOARD CEILING NOT IN A WIND BORNE DEBRIS REGION -OPENINGS ARE NOT REQUIRED TO BE PROTECTED WITH IMPACT RESISTANT GLAZING. AT TRUSS: 2X4 DOUGLAS FIR#2 STUDS @ 16" O.C. WITH ONE 2301.2 General design requiirements. Method of The design of structural elements or systems, constructed partially or wholly of wood or wood- B LAYER 5/8" GYPSUM BOARD EACH SIDE. SOUND CONTROL based products, shall be in accordance with one of the following methods: 1714.5.1 Exterior windows and doors. Exterior windows and sliding doors shall be tested and labeled as conforming to AAMA/WDMA/CSA101/I.S.2/A440. The label shall state the INSULATION. 5-1/2" @ 16" O.C. FOR PLUMBING WALL. 1. Allowable stress design USED in accordance with Sections 2304, 2305 and 2306. name of the manufacturer, the approved labeling agency and the product designation as specified in AAMA/WDMA/CSA101/I.S.2/A440. Exterior side-hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA101/I.S.2/A440 or comply with Section 1714.5.2. Products tested and labeled as conforming to AAMA/WDMA/CSA 101/I.S.2/A440 SECTION 2303 MINIMUM STANDARDS AND QUALITY shall not be subject to the requirements of Sections 2403.2 and 2403.3. 2303.1.1 Sawn lumber. Sawn lumber used for load-supporting purposes, including end jointed or edge-glued lumber, machine stress-rated or machine-evaluated lumber, shall be identified by the grade mark of a lumber grading or inspection agency that has been approved by an DOOR SCHEDULE accreditation body that complies with DOC PS 20 or equivalent. Grading practices and identification shall comply with rules published by an NUMBER QTY SIZE WIDTH HEIGHT DESCRIPTION COMMENTS agency approved in accordance with the procedures of DOC PS 20 or equivalent procedures. D01 1 3068 L IN 36 " 8011 SOLID WOOD DOOR IN HOLLOW METAL FRAME 2303.1.3 Structural glued-laminated timber. Glued-laminated timbers shall be manufactured and identified as required in ANSI/AITC A 190.1 and D02 2 3068 R IN 36 " 8011 SOLID WOOD DOOR IN HOLLOW METAL FRAME ASTM D3737. D03 1 6080 L/R EX 72 " 9611 ANDERSEN COMMERCIAL OUTSWING DOOR A117.1-09/ADA COMPLIANT SILL 6ric Nicosia 2303.1.5 Wood structural panels. Wood structural panels, when used structurally(including those used for siding, roof and wall sheathing, MIN. DESIGN PRESSURE RATING FOR DOORS: +30 PSF,- 30 PSF subflooring, diaphragms and built-up members), shall conform to the requirements for their type in DOC PS 1, DOC PS 2 or ANSI/APA PRP 210. GLAZING IN ALL DOORS TO BE INSULATED LOW E TEMPERED GLAZING DOOR ENERGY VALUES : U: 0.31 , SHGC: 0.219,Vt: 0.49- SEE ENERGY CODE NOTES. '7 c U$T617 c D AFLH IT6GT 2303.1.9 Preservative-treated wood. Lumber, timber, plywood, piles and poles supporting permanent structures required by Section 2304.12 to ADA COMPLIANT PULL AND PUSH PLATE be preservative treated shall conform to the requirements of the applicable AWPA Standard U1 and M4 for the species, product, preservative and ENTRANCE DOOR TO HAVE SELF-CLOSERS PO Box 879, Rocky Point, N.Y. 11778 end use. Telephone: (631)928-4456 1008.1.2 Door swing. E-Mail: architect@optonline.net 2303.1.10 Structural composite lumber. Structural capacities for structural composite lumber shall be established and monitored in accordance The opening force for interior side-swinging doors without closers shall not exceed a 5-pound (22 N)force. For other side-swinging, sliding and folding doors, the door latch shall with ASTM D5456. release when subjected to a 15-pound (67 N)force.The door shall be set in motion when subjected to a 30-pound (133 N)force. The door shall swing to a full-open position when �EDARC ��0 �� subjected to a 15-pound (67 N)force. Forces shall be applied to the latch side. g�� y� \G NtCpS�9 .�, 1008.1.8 Door operations. Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or 441 ��A SOUTHOLD, N.Y. effort.1008.1.8.1 Hardware. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 shall not require tight grasping, tight3 • pinching or twisting of the wrist to operate I * FLOOi� FRAMING PLAN 1008.1.8.2 Hardware height. Door handles, pulls, latches, locks and other operating devices shall be installed 34 inches (864 mm) minimum and 48 inches (1219 mm) maximum above y os�M; p'2' Scale:1/4"-1'-0" Rev Date: 02/09/2021 the finished floor. Locks used only for security purposes and not used for normal operation are permitted at any height. Rev Date:02/09/2021 Rev Date:04/17/2020 - Job## 17080 By: E. Nicosia1# 40F11 A- .4 A> A> D.S. D.S. TROOF OVERHANG W01 1' FLYING GA LE 1' ROOF OVERHANG Z ct 5" K WHITE ALUMINUM SEAMLESS GUTTERS, TYPICAL — — — — — — — — — — — — --\ — - -- -- -- -- — — — — — — — — — — - -- -- - -- - -- - - - - - - - - - - - - - I/----I Z) — - - - - - - - - - - - —— — — — — — — — — — — — — — — — — — —7— — — — — — — — — — — — — — — — — — 7-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —F 7 rr___ Lu U_ LAY O', ERG LEE tTRU SW/ .�INDOJFRA tOUT 00 RT SS 24" LAY VERT 913,16 12 LU9 13/ 12 9 13/16 : 12 I 9 13/16 : 12 L -1 _J _ �� I i \\ I // Z I �\ _ _ _ = 0Z I N U_ co N co Q I U I Co co _J < 0 0 _ _ _� j ui UiOf w LU U_ LL C14 D 3: 0 0 0 3: (D 0 0 (n Z W Z W01 U) U) Lu IV IN RI GE Lu U) two 1 < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ui < (n co W U) W01 Cn U_ -0�0 1 2 2 0 D D 0 Z Z Z Z Z) W \` W _J < W Lu LU Z co < Z ui LO N CN WI in _J 00 co M V 001 col Z < _ _ _ _ _ _ \ I I L U_ JF<- 913/ 9 13/16 : 12 9 1_3/'F:�12 9 13/16 : 12 Z W o 0 U_ LA OVER- - - - J II (2f I I GABLE END TRUSS W!(WINDOW FRAME OUT — — — — — — — — — — — — 7 ROOF OVERHANG H A N G — — — — — — — — — - - - - - - - - - - - - - - - - - 1' ROOF OVERHANG 5" K WHITE ALUMINUM MATCH MAIN SOFFIT HEIGHT____T D.S. IZ_f— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\J SEAMLESS GUTTERS, TYPICAL D.S. L/- - - - - - - - - - - - - - -k— I Z — — — — — — — — — — — — — - -- D.S.= 3.75"X 4.75"WHITE ALUMINUM - - - - - - - - - - - - - - - - - -1-- - - - - - - - - - - - - - - - - - y 1' ROOF RETURN & FLYING GABLE W 1 01 DOWNSPOUT LEADERS TO STORM 5 K WHITE ALUMINUM SEAMLESS GUTTERS, TYPICAL 5 1/2" 29'-6 1/2" J 301-011 DRAINAGE SYSTEM N 60'-0" 7/ ROOFFRAMING PLAN 2303.4 Trusses.Wood trusses shall comply with Sections 2303.4.1 through 2303.4.7. ROOF PLAN 2303.4.1 Design. Wood trusses shall be designed in accordance with the provisions of this code and accepted engineering practice. Members are permitted to be joined by nails,glue, bolts, timber connectors, 2303.4.1.1 Truss design drawings. The written, graphic and pictorial depiction of each individual truss shall be provided to the building official for approval prior to installation. Truss design drawings shall also be provided with the shipment of trusses delivered to the job site. TRUSS NOTES: Manufacturer shall furnish design drawings bearing seal and registration number of a civil or structural engineer licensed in state where trusses are to be installed. Drawings shall be approved by Architect prior to fabrication. 2.01 Materials A. Lumber: 1. Lumber used for truss members shall be in accordance with published Values of lumber rules writing agencies approved by board of review of American Lumber Standards Committee. Lumber shall be identified by Grade mark of a lumber inspection bureau or agency approved by that Board, and shall be as shown on design drawings. 2. Moisture content of lumber shall be no less than 7 percent nor greater than 19 percent at time of fabrication. 3. Adjustment of values for duration of load or conditions of use shall be in accordance with National Design Specifications for Wood Construction (NDS). B. Metal connector plates: 1. Metal connector plates shall be be not less than .0356 inches in thickness (20 gage) and shall meet or exceed ASTM A653-94 grade 37, and shall be hot dipped galvanized according to ASTM A653-94, coating designation G60. Working stresses in steel are to be applied to effective ratios for plates as determined by test in accordance with Sections 5.3 and 5.4 of ANSI/TPI 1-2002. 2.02 Fabrication A. Trusses shall be fabricated in a properly equipped manufacturing facility of a permanent nature. Trusses shall be manufactured by experienced workmen, using precision cutting,jigging and pressing equipment meeting requirements of ANSI/TPI 1-2002, Section 4. Truss members shall be accurately cut to length angle and true to line to assure proper fitting joints within tolerances set forth in ANSI/TPI 1-2002, Chapter4, and proper fit with other work. 6ric Nicosia 3.01 Handling, Installation and Bracing T6F,61) AFLVi1Te(,7r A. Trusses shall be handled during fabrication, delivery and at jobsite so as not to be subjected to excessive bending. F-661S B. Trusses shall be unloaded on smooth ground to avoid lateral strain. Trusses shall be protected from damage that might result from on-site activities and environmental conditions. Prevent toppling when banding is removed. PO Box 879, Rocky Point, N.Y. 11778 C. Handle during installation in accordance with Building Component Safety Information (BCSI 1-03), TPI, and ANSI/TPI 1-2002. Installation shall Telephone: (631) 928-4456 be consistent with good workmanship and good building practices and shall be responsibility of Truss Installer. E-Mail: architect@optoniine.net D. Apparent damage to trusses, if any, shall be reported to Manufacturer prior to installation. E. Trusses shall be set and secured level and plumb, and in correct location. Trusses shall be held in correct alignment until specified permanent E D 45450 CR 45 bracing is installed. \C Nic Y/ F. Cutting and altering of trusses is not permitted. to SOUTHOLD, N.Y. G. Concentrated loads shall not be placed atop trusses until all specified bracing has been installed and decking is permanently nailed in place. -A Specifically avoid stacking full bundles of decking or other heavy materials onto unsheathed trusses. H. Erection bracing is always required. Professional advice should always be sought to prevent toppling or dominoing of trusses during ROOF/ROOF FRAMIN& PLAN installation. I. The Contractor is responsible for obtaining and furnishing the materials used for installation and permanent bracing. Rev Date:02/09/2021 Scale:1/4"=V-0" Rev Date: 02/09/2021 A-1 .5 Rev Date:04/17/2020 Job# 17080 By: E. Nicosia 1# 501711 CONTINUOUS RIDGE VENT 12 ARCHITECTURAL ROOFING SHINGLES 9 5/8 12 7 8 , - , " , I i .F. _ I' n r h t , f , ' -• __ ,,-_.. .-. � :.�,.,a..,r.,.�.:o.._........:....:.mow_._.,,,,.,,..m,.,..,_,.....a_ ,.._,.,__ .-.., r^ ._ _...�-.. ..,, .'.,..,. :,�. .ir< I t _ I " T f r i I „ - � I 1 , I 1 I T I - 1 L_ I a, i .h. I ; I I I i .. I I J I. I ra I I � 1 1 I J E !1 l I ._.. , .�baJ• T t I � l I -r— , 1 r t I I V 1 I wx _ I w I _L_L 11 r I , R9. I I L. T F _twR _ 1. I _ I T I I i ! I , 1 i I , , r i z r - - 1 `4 I � _ 7 J�I I r (iI r � 1 I _T T _ L� � iF i I , (I `i- - rLL N �1 i 1ILL I I, -tJ Top ""_"--- � ....—_ —...�.'�-�---�- '- "---rr 1 i i f I� I -- �, al,.--L ;.,y 1 F- '� • I --,� I 1T ��. 1 .1. 177 III I ;I UI = I f Li LU = - J Q r��' �I ; �'I ji � i �I — � I 1 I Ili, I I' I I R I I I � I 1 _ - t7 - 1 t »i , f e, •iW,, 1 » i +E e . , ^ aw W r { -. ^ ., t. ', ..-,.• .,.,. ..,'._:.. .". .,-...4. .<•.. .: - - ,. �,�; err, k Y t i , I Z I II II II II I I I I � I II II II II I I I I - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - L I � 1 - - - - - - - - - - - - - - - - - - - - - - - 1 WHITE 14" FRP DORIC STYLE COLUMNS BLACK FULLY SHIELDED LED EAST ELEVATION NORTH ELEVATION LIGHT FIXTURES OVER SIGN BLACK FULLY SHIELDED LED TYPICAL TRIM: CARVED COMPOSITE SIGN 2 EXTERIOR FINISHES/COLORS LIGHT FIXTURES OVER SIGN "AZEK" WHITE COMPOSITE TRIM ALLOWABLE AREA= ROOFING SHINGLES OWENS CORNING OAKRIDGE 40 YEAR ARCHITECTURAL SHINGLES "DRIFTWOOD" CARVED COMPOSITE SIGN 1 1X2 ON 1X6 TRIM AT 1'-0" FLYING GABLES 1/1' OF FACADE=1X50'=50 SQFT. UPPER WALLS CERTAINTEED CEDAR IMPRESSIONS 5" STRAIGHT EDGE SHINGLES "WICKER" ALLOWABLE AREA= 1X8 BARGE BOARD AT GABLE ENDS PROPOSED SIGN 2 DIMENSIONS= LOWER WALL CULTURED STONE COUNTRY LEDGESTONE ADHERED MASONRY VENEER "UMBER" 1/1' OF FACADE=1X70'=60 SQFT. 1X8 FRIEZE BOARDS 8' LONG X 2' HIGH =16 SQFT a TRIM &WINDOWS WHITE AZEK TRIM BOARDS & PLUGS PROPOSED SIGN1 DIMENSIONS= 3-1/2" WINDOW CASING, 6" CORNER BOARDS SEPARATE SIGN PERMIT REQUIRED EXT. DOORS/WINDOW HITE VINYL CLAF 10' LONG X 2' HIGH =20 SQFT SEPARATE SIGN PERMIT REQUIRED WHITE ALUMINUM GUTTERS AND DOWNSPOUTS"70 DRY WELLS. SEE ROOF/DRAINAGE PLAN FOR LOCATIONS/SIZE PLUMBING VENTS ON 12 SOUTH SIDE OF ROOF 12 CONTINUOUS RIDGE VENT 8 9 5/8 ARCHITECTURAL ROOFING SHINGLES _n._. .�s:. vT.w . :_:.�a� m,___, . _ t 77 . ., •» .. - .. ., :_... _ w,. ..tea ..n ,w -a _. , I •I, J :.. ...,,,..,:.. ,:u,,.,,...axw _..-_,,.,. .., ,.....rci - ,-v-wa,,..rn ._. r-va?w+ ,.._.w•vnY< (dw, ,x- - .e - .. Y.,»,r..__.,a,.' r,-,S..v,s_.�.<a•.r--.«,,w.n+:a_.-,-..,..r,..:-..,a,rs..,.s »,.,.,.n« M.,�ori...."... .L„ I , ww' t t ' sa �m T. L L 11 F �1 , , , ". ,, ...:,.. , n oma •,.,aw _o- v - . :Fr^. 1 t•, Nv 4, I � w a• , x M J3 y , r 1 I I , -.- ,.. -, -e..... .......:. .. .......n--._:.'.�.. ...w,w+.:,w..:.'..,.r.. .._.,+,r_...,_.,e a..,..»,,,«.». •„n - -.w. � :Jn:+.., =.wL'�..«wa4,-.'µ,. -..,.... , I• 1 1 ( 1 N. t n I f' M•' n, I r I I T : , I 1 j _I } b b I `1 _ 4 l r. ...s..-._,., _._.....,....:,-,„_w,,.._.. _,.«-.wa•.,.....m,.., v w_.»......_,..,.,.,..-.x.__... .._.,_.......:m. ...w_,,,,,-« i=-'- � - - aµ„-„tF..., _ 1 I d I I� I vim. I 1 , :>..,e,.... ,.�,.--w+,«v. _«».u.:.. .y.-'wa'+w,.. ,. ..._w...-.«m,_.,v.,..>.. , „t,.,«” .,.Yv. - l .J+rn,.a,.. ,. „ _ _ T 1 1 �_..�r. I , : ; IL i 1 I , I -:-.-i,._,_�.. .....r....u..�..t........;'•.-.,.:...n«w' ..,-+x.-.,,.-,.r«. _..,,.-...,r..,.,,'.e.,.:,,ax ,.x..-e,v »e ,.,::,,.,:.r� '+P^,:,. m+t..e. .w. Mf 1_ _I �._ �I_, _ Lr _ I , i _ I Iw I ( I f III - i T - _ r - - i I t rs I I w.�r i I i T'T I' ll [ J MlY T h'6 Ii r` r. r i r 1 I I IIIIIIIIILLLL Til _ IY I 1 L I _E_ _i�1 I I 1 _ _�-i. I I I IT T T 1 � rr 1. I I 1 I _ ; r � C I - I r I I L±y I 1 I I i I , , : , a , S Y' l ] s �Y• 4 a t f i t z G, t_ t. r > x, , I PRECAST CONCRETE SILL TO CULTURED I I I STONE ADHERED MASONRY VENEER i i I WEST ELEVATION SOUTH ELEVATION i� Eric Nicl. , Part 1264—IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION TABLE I-1264 TRUSS IDENTIFICATION SIGN LOCATIONS •= �� V� VJ Sign Location Sign Placement :Exterior building entrance doors, exterior exit discharge doors, and exterior roof ” PO Box 879-r access doors to a stairway. -Attached to the door, or attached to a sidelight or the face of the building, not more than °: $;ti . . `,. Tel pLp N Y 12 inches (305 mm) horizontally from the latch side of the doorjamb, and not less than 42 inches (1067 mm) nor more V'Spvl H than 60 inches (1524 mm) above the adjoining walking surface. F-DARcci SECTION 505 PREMISES IDENTIFICATION ��G' w�,\c Nicosq LV 202 505.1 Address numbers. New and existingbuildings shall have approved address numbers, building numbers or W � �Og� 1 9 pp 9 approved building identification placed in a position that is plainly legible and visible from the street or road fronting the a � �: �� ReV pate: 02 #6 OF 11 property. These numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet ; 114��_1 -0i Njcosia letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). N , I Scale. By; E ® jot)# 1780 Rev Date:02109/2021 Rev Date:04/17f2020 - _ _ CONTINUOUS RIDGE VENT —12 9 5/8 12 ARCHITECTURAL ROOFING SHINGLES � ,. �.. ,. , 8 a.�,_ -,...�.-. _ _. »_ ,. a„ , _ « _ . _.._._ �_ _ _ ._ _ - - „M, _,,.s.__ �,. ,. �. , ... ..... ......... .m ., __.q __X._.. �.__._ ,. _ �_r _.. _. _ : : , ' --'- e,v.,., .T+a' b..,»,,..as>-, sti ,.. , x- ,r .mw .., e ; , .. ,..,-.,...,w.>.,_...... +..«.- ...,w.._r.•„-m.r.n.-,.a«u..r- r......_-..w„s .-... '..,.wn„,,.,...au.,,,-r<... ,v,_,, -.-„- .. _ .___ .. .. - I .. '.'. - >,.«.,...,, .._ .-, .... _,+.>n;. .._.s...- ,r«r.?xrv.+:<„nwr-.«._,,...n-.I.r,. .,:-._,-,L--. .m,,,...-_..,.,ev.............r. -.w+%.aT...-r.:.ww.,.,,._.-.,a.,:.w-, - g1fi.._ e:M=vr _ T , 4 , , ... ...i,r-x,.. -_.n..............mow.-,..w..>....,....,....e :w».,-,_. ,a - «..k .. w,,.,,..., - _. - . , .. n. - ... .._. ( ( w„F.r _ . 1T w . I - .,ark....:x fir, -, ,.a a, +wr _ r...n. .._:.w..,....,. ,rww I , ,.. - rW, h.j,: .x.... d , .- ... - ....h" - w.> I� �" _ s+ 'r",.rtw�. ':a w. �,_-....n ..wnnw- .', ,e. ',.>wa ... -,w.._.,,.-„nw ,., , , , .,, 4 , vze ., '. , _.. .._+ .,» a..,+.....s,+wrn..,-rte..,.... rta,u ._.,,. ..<+_v.ry -_..,s...-,_r .'..'-.. �r- _.,,m' an.ds ra_... , 1. w....:_ -:,..,..,,;,<•„«..-, ,_...a 1.1. -.. <-:.,,,.�_,. .>.,...,.w�._a ... ,.,.,. ._,__,.,. :.- : .- .r,,.,.:.a,k...« - T I 1 .. ..- ...... 1 ... _ I a'q� I� , h _:__ .. _,..r wM. m , . �. _. _ i x�_ > L , „ IST .w,_.._.... �! _. � . _ -. 1 wpa+ 1. _ a..i._�___ ., ,«,a..-..w�.n ',- ... .7a.,....:_^.,,...-r. ..,;.::._<«.: ...urw.. .«.. .kw,..»,....v.n �,.».:. ...s,.....:; -,.a.,...;. -.� T. .,. .. .x .. ': .....s., . 4 Y f+, ..,a .a i I L .. 1. i J .1_ „ . __,_. ., u T — - W ......._a... _ . �. - I I a,. - __. LL . - ,nurv,e ..-.u.,.M%r•m' _,. .,s+ r „ ._ <i• r 11.- t _ 1 _T I �1111 1 , I i f »sem:,. :,+,�.; 4' r T I 1 i'_ T_ 1_ _ - 1 I I __ ,. „ ° I i r , i I I I i y, 1 I � I T „ _ T - - - „ 11 '� I I � _ i F_ { ] Nk I r r) L i - � T ii r I � 1 i__ 1. i r- i r' 1. ._ , I 1 ] T s .. .. 1 I `T' f"` r.tee+,. _ 11111 ii 1. 1 < TL iT i , I �- 1 r .. i1 i r I I ''d',%' i. ! I k Y " tea. 1 1_ ! i I 1 1 _T 1 - - - u i �' _� __ � � 1. � i i Z i I 1 .I I f r r �� 1 7 t I m _ .F i L- „� I , a - I..,,,- 1 ., , t ,-T - q__” I 1 � J t f r a -i ;' ( i , ] 1 1 - - T I �- 1 �j r I f rr w 1 __ T1: �1� Tr_�. » f I - - M - i i - , J._ .1 i T ___.,.. „� .. L .1_1 i T T .a , T i - ]--1 { I_ J_ I 7 _ - _ I _ I � I -I i_ T` 1 ^� L lY, 1 `] „ , � Z M I , - -- - L ! ------- — -----.------.----- -- - -- _ -__ - — - - - - T. _ ____ --_ -- �_ - - .- - - -- - - ._ - -, I.a , T _-- -_ - - -__ - 1 14 . 1_1 -� i I l � I f f1 I (� ~ T 1 i iy i _ f:_r. �,(F' { 1 j r „ I -T f T �1 IIS' I .11 j _L, i I 7 � . = w 1 1-'- ; T-. I I I 1 I i-r-I-. I III w 1 ;.., � l r wi' t' % ' ' I I i_� 0- F I , I- y � I _ _7 r r ' 1.7 ij r iI 1 ` j , _ r T Q I ' I II. I , I ! I ,I 1L - -- ------ - --- 1 - __ - -_ , i -- — W TIIi � � - -- -- i_ - 1 - � > - - ------ - - L , 1 2 4 r -I 1 k- -- _-- , n ,.. - -. , ..< w ', 't' .S 9 '11, _I'xn 1 �, ...T. .., w.' « _ _. w _ .._ O x ,.. _. _, _ _,_. i..,.. w t as „ O ". P 3 _. _ .. ...., a' .',r r t i. » d. i r 1 - T_ t , �:- i ! { s s – a .. , - ., -a ..:.,-., Z 1 II II II II 1 I I 1 2 I II II II II I I I I - - - - - - - - - - - - - - 1—I - - - - - - - - - - - - - - - - - - �—I - - - - - - - - - - - - - - - - - - - - - - - - - J 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � M T � -I I FL '- - - - - - - - - - - - - - - -' — - - - - - - - - - - L- -1- - - - - - - - -1- - � - - - - - - - - - - - -I- - - - - - - - - -- - - - -J L - - - - - - - - - —J BLACK FULLY SHIELDED LED WHITE 14" FRP DORIC STYLE COLUMNS NORTH ELEVATION LIGHT FIXTURES OVER SIGN EAST ELEVATION BLACK FULLY SHIELDED LED TYPICAL TRIM: - CARVED COMPOSITE SIGN 2 EXTERIOR FINISHES/COLORS LIGHT FIXTURES OVER SIGN "AZEK" WHITE COMPOSITE TRIM ALLOWABLE AREA= CARVED COMPOSITE SIGN 1 1X2 ON 1X6 TRIM AT 1'-0" FLYING GABLES 1/1' OF FACADE-1X50'=50 SQFT. . ROOFING SHINGLES OWENS CORNING OAKRIDGE 40 YEAR ARCHITECTURAL SHINGLES "DRIFTWOOD" ALLOWABLE AREA= 1X8 BARGE BOARD AT GABLE ENDS UPPER WALLS CERTAINTEED CEDAR IMPRESSIONS 5" STRAIGHT EDGE SHINGLES "WICKER" 1/1' OF FACADE-1X70'=60 SQFT. 1X8 FRIEZE BOARDS PROPOSED SIGN 2 DIMENSIONS= LOWER WALL CULTURED STONE COUNTRY LEDGESTONE ADHERED MASONRY VENEER "UMBER" PROPOSED SIGN1 DIMENSIONS= 3-1/2" WINDOW CASING, 6" CORNER BOARDS 8' LONG X 2' HIGH =16 SQFT TRIM & WINDOWS WHITE AZEK TRIM BOARDS & PLUGS 10' LONG X 2' HIGH =20 SQFT SEPARATE SIGN PERMIT REQUIRED EXT. DOORS/WINDOW HITE VINYL CLAF SEPARATE SIGN PERMIT REQUIRED WHITE ALUMINUM GUTTERS AND DOWNSPOUTS TO DRY WELLS. SEE ROOF/DRAINAGE PLAN FOR LOCATIONS/SIZE 12 PLUMBING VENTS ON SOUTH SIDE OF ROOF 12 CONTINUOUS RIDGE VENT � 8 —1 9 5/8 ARCHITECTURAL ROOFING SHINGLES zm. _, �� ,�11 � � - - ,. w _ �.. ._. ._a, _ _ .. ..., ... _... _,_.., Y w_ a . _. „ i Il . .., .a-Mw.+ !' , .{„v Y. ". 1. >wwe*a - 1 -_1-.-,--_- - ,.. ,a.a «l- e«. .._. N «__ T w, ;- �. , .. . _ , 1. j _. _ .il ._.. . .. _. �I w_. : . k , ___, 1. _ p �._. __. n__.._ ...a,... ..._u__.....ww... T, _ _w- __. ., ,.,., r..,. , 'aR .._ w...,,.,. ,. - ,, .,..., .. >.. I .r. :.r ,w _. __ _ ix. n.. `i i- . �.,raw:�:» I r < r _ ' .. ' - - - -- _ 1_ a.,... I I 4 1. ...__ .. .:. .a '..�-, :..._.w'....a.-._...s,..,._._,„._.._,� w'r+:-„w... ;.,_.' -..�. ..,....,.«,,..,t»„ .»..,ma..r..,«,_,...,,".r ._,...,...+v., :....� _ 'ru 7 .,r i r,.. w > r. ._. <..<. _..,,..,., .. w.ugrv+ .I..Sq b., ,...; FYI � I� A- .,.ti ,..« .»_ - _ .. r,w.w. _ .., v.a.+,.r, I . E I I I I . k '.7 mZ_. w4•.. - 1 l l_ _ ._.w.. T , ,. ,_ _ .J.c.,a' SIN w u..:...v_ rvM1. , I _ P � . ._. r I 'I ! 1 I i .:__,«:-._, ,.�+...-.....,,...,... _.,..a.-..,rs+v -,^w .«,. r-,-,� .:.... ,.-.<,:::_-w.<-a-,. .n...rr.,,.,:,vn-,. - _ _ W a ,,.-w _ - - _ .. -.,>...,..,.s.rn-,......-r.-...:,.m,rs...+„-a«.,.-.'.+_....,m« ....-...,r-:,.«.«:. ..1 _ , m 4 _ - 1 - I I ii 1 1 ! T a ._ I fi. , ter” rl - . _ T �e..v . , - '4 f _aF_ < T `, , I- T_ iI � ,: I a I T , , a, w =a d I .u, : : _]. 7 T - _t I a I , 1 1 T I 1 ,,i - I I - - T`T - ,v I _� _ _ .w« T - y_i T .I' I _,, _., 1 i I- Io�z 111 - T - „if, T 1 11 1 } T _ - :. : l L I � - _. �., I I I ly M1. T... a I I w w. :, _ _ T � � �T_ T .�M -, - --- _ , T �; 1 `T:] TL T I T, i �, �;]� 1 :i _1 I [ I IT! I 1 TTT r -- r i" ;T 1_ L ]tl: i ,I 1 1 I ! i 1 1. l_� T� 11 I. I,-1_I'll ! 1 a t T I_ I_� T I Ty 7,� i - I T 11 I 1111 I . i I I I I 1111 I I 1�1LHJ . . . . I . . J_ T 1 [ I 1 Ir I r_L T 1 L _L -YT` I I I 1 I L_. I r , T � I T J_ W , I � �Y�y I I � l S I L ., I , I �� IT1_Z _ 1_L .,, x - 'Tt F 3. , 1 11 _ ., , : , ... -t .yJ.:.,. .- I _ :L. - ,y' M1 ..l,.�" ( t ^,w 2 w ...-....-_.- .r._ .-.,.,., t m , ... __ t , , ».. .. 3. r.Y t `""R' a11 ._ E�°t r .t• _ .fir.« ...y.-, .y_ ..� yam,. ,t._ r 1 t - » 'R 7ll_ 4.(...r , t t r. ,... .a,.. , »t ..,,_.. „ 7 , i .. a > n T [ Y .f t t' q Y 1 t „j-r s 'a o , F r 4 ^ 2. t 9 vy ry PRECAST CONCRETE SILL TO CULTURED 1 STONE ADHERED MASONRY VENEER - -1 A_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - -1-1 F�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J WEST ELEVATION SOUTH ELEVATION 11 ;_F - -l'-y"I". I 1-1 .� � ` I 5_ 1 ". I _ J" 1,,�", 6ric Nicosia I ,� ,-_ , � , I. , . �_ . -11 - - I �Y.�, -1 4z�CAW67,6D P961i1T6GT Part 1264—IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION TABLE I-1264 TRUSS IDENTIFICATION SIGN LOCATIONS .` t I - PO Box 879, Rocky Point, N.Y. 11778 Sign Location Sign Placement :Exterior building entrance doors, exterior exit discharge doors, and exterior roof Telephone: (631)928-4456 access doors to a stairway. -Attached to the door, or attached to a sidelight or the face of the building, not more than inches 1067 mm nor more E-Mail: architect@optonline.net 12 inches (305 mm) horizontally from the latch side of the doorjamb, and not less than 42 Inc es ( ) I than 60 inches (1 524 mm) above the adjoining walking surface. i�REDA�c 1 45450 GR 45 �`5 ��,�c Nlcos hid, SECTION 505 PREMISES IDENTIFICATION iq n SOUTHOLD, 505.1 Address numbers. New and existing buildings shall have approved address numbers, building numbers or N.Y. � a � approved building identification placed in a position that is plainly legible and visible from the street or road fronting the ` / tom' • property. These numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet s ��Y �IOI�� letters. Numbers shall be a minimum of 4 inches 102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). � � I ( Ny o � �� Scale:1/4"'=1'-0" Rev Date: 02/09/2021 Rev Date:02/09/2021 �� - Job# 17080 B E. Nicosia1# 60F11 A-1 .6 Rev Date:04/17/2020 y' REVERSE GABLE LAY OVER NOTCH d ENVELOPE ASSEMBLIES TABLE: MAIN TRUSS ROOF DEPTH<114d HOLE EDGE RIDGE CAP SHINGLES ON CONTINUOUS DISTANCE>5/8" ENERGY CODE DESIGN VALUES OUTE RIDGE VENT SLOT PLYWOOD IN CONFORMANCE SPANONLY HOLE DIAMETER RI/30F BOTTOM OF ROOF TRUSS: R-38 RIDGE VENTS TYPICAL WITH MANUFACTURERS INSTRUCTIONS SPAN <2/5d 2X6 STUD WALLS: R-21 SINGLE STUD HOLE DIAMETER CONDITIONED SLAB EDGES: R-10 2' DEEP STUD <3/5d DOUBLE STUD WINDOWS: U=0.28, SHGC = 0.29, Vt = 0.50 PLATE EXT. DOOR: U=0.31, SHGC = 0.29, Vt= 0.49 HOLE EDGE V LADDER TYPE 015TANCE>5/6" TYPICAL CONSTRUCTION ASSEMBLIES FLYING GABLES 2X4 @ 16" O.C. TYPICAL 12 ROOF CONSTRUCTION: 8 SHINGLES: V=128 (130) MPH WIND INSTALLATION IN CONFORMANCE WITH , ENGINEERED ROOF TRUSS SYSTEM @ 24" U2 STUD HOLES & NOTCHSMANUFACTURERS INSTALLATION INSTRUCTIONS AND NYS CODES, ASPHALT ROOFING O.C. SUBMIT CERTIFIED SHOP DRAWINGS SCALE:NONE SHINGLES WITH APPROVED UNDERLAYMENT, ICE SHIELD, FLASHINGS, ACCESSORIES. \\ \\ ROOF SHEATHING: 5/8" APA RATED EXPOSURE 1 PLYWOOD STRUCTURAL ROOF / R-38 INSULATION WITH INSTALLATION No. 2: Top fasteners install batt of total face Beam and column shah be designed SHEATHING, 8d NAILS AS PER NAILING SCHEDULE. INSULATED MAIN CONTINUOUS VAPOR BARRIER fasteners on each side as required by the Engineer of Record. METAL DUCT IN ATTIC �`^-�--., VENTILATION BAFFLES NTILATION B FFLES • Select the appropriate strap and base anchor of the beam- - - - for the required uplift load from the table. -_-__� 0% _i a` �- _ ALUMINUM GUTTER AND LEADERS ON AZEK 1X6" FASCIA BOARDS WITH CONTINUOUS _ ao • Install base anchor: no f a FULLY VENTED VINYL SOFFITS. 1"X AZEK FRIEZE BOARDS-SEE ELEVATION _ _ _ _ _ _ _ _ _ _ _ N Or enter location of column. °�: a minimumDouble SUSPENDED CEILING �� a. Mark slab f c _ _ _ Q � � minimum N b. Drill hole to the specified diameter ,/ iy -_1=__ for header WALL CONSTRUCTION: 10' HIGH 1'-0' p Liva _. <.__ DROP CLG and depth. See Table 2. - or ba-am. 1/2" TYPE X GYPSUM BOARD OVER RC-2 AT HVAC I : )'Y�_ _- - _ RESILIENT CEILING CHANNEL 16" O.C. c. Clean hole and add Simpsons Epoxy-Tie. - �, _ _ -- - CERTIANTEED VINYL CEDAR PERFECTIONS 5.5 WEATHER ON BUILDING WRAP WATER PERPENDICULAR TO TRUSS - _ - See Figures 1 through 6 on page 1. Installation RESISTIVE BARRIER ON APA 24" SPAN RATED EXPOSURE 1 STRUCTURAL SHEATHING ° CVLL. CO d. Insert the required A307 threaded rod ` �- ON 2X6 DOUGLAS FIR #2 STUDS @ 24" O.C.. SOLID BLOCKING. LOCATE STUDS I I o _ w [D at the specified embedment depth. Typical CMST i r in m �. DIRECTLY UNDER ROOF TRUSSES. CULTURED STONE WATER TABLE INSTALLED IN 00 in o o = Installation to Beam • # i A lmu 3 00 e. Allow epoxy to cure. Length of strap must wrap over inside diameter CONFORMANCE WITH MANUFACTURERS INSTRUCTIONS L - - - - - - - J o � header and extend do'.%,n oppositei • Attach base anchor to threaded rod and side a minimum T. �=--- 5/8" GYPSUM m o tighten nut after Epoxy-Tie has cured. T :USE 2' HIGH 24" APA SPAN RATED PRESSURE PRESERVATIVE TREATED EXPOSURE OARD TAPED WITH Z : R-21 INSULATION WITH 0,1ST FINISH FLOOR ON P.C. SLAB C° CONTINUOUS VAPOR BARRIER • Cut length of strap as required. Add an additional 111/2"for"end distance". ;, I 1 STRUCTURAL SHEATHING AT LOWER WALL PERIMETER (BLOCK PANEL JOINTS SOLID) 3 COATS SPACKLE. WITH WELDED WIRE MESH o • OverlapGMST strap with strap of base anchor: � Base Anchor 5%- SWALE - - — 2/o-� P P -(see SILL CONSTRUCTION: DOUBLE(2) PRESERVATIVE PRESSURE TREATED 2X6 _ ° " \ a. Mark a 1 /2 distance from the end of the GMST strap.This Is your end BOTTOM SILLS ON SILL SEAL ON APPROVED TERMITE SHIELD 5/8 ANCHOR III 2'-0"DEEP CONTINUOUS VAPOR BAR distance clearance. From the end distance, mark strap to match the Q I _ o z III-I III— BARRIER OVER I I =III , I=I I II ovation of base anchor sl bolts. � o -� IV min. BOLTS AND HOLDOWNS AS PER FOUNDATION PLAN. ih g III =III— R-10 PERIMETER PREPARED SUB-GRADE _ I I ° =III INSULATION. SEE FOUNDATION PLAN FOR SLAB AND I VIII VIII b. Drill strap bolt boles size and quantity as shown in Table 2. �- i 8" POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS KEYED FOOTINGS FOUNDATION NOTES AND SPECIFICATIONS ° � —- c. Attach strap to base anchor with the required size and quantity BEARING ON UNDISTURBED SOIL. SEE FOUNDATION PLAN FOR WALUF00'TING of machine bolts (A307 bolts minimum). ::. - J SIZES AND REBAR/ANCHOR BOLT INFORMATION • Set column in place and pull :strap taut.While strap is held taut, Minimum end _- fasten strap to beam with fasteners shown in table. distanceto y',•'=- see table threaded roll- SECTION A . Minimum edge TABLE 2—Allowable Uplift Loads threaded rod- Base Base Anchor Min. Min. P11in" Min. Strap Strap Bolts Drill Bit Fasteners Uplift see table Anchor Anchor Drill Bit Anchor End Edge Model Dia. Face Model No. Dia. Dia Embed. Length Dist. Dist. No. Qty Dia• (Strap) (Total) Top 100 (160) } LTT208 a/4 1 7A 644 8114 101A 5 CMST14 2 1/2 "lis 4-10d 2-10d 1750 1750 1, See Simpson Anchor Systems MTT288 a4 7/6 644 844 101A 5 CMST14 4 1/2 ells 8-10d 2-10d 3630 4455 catalog for complete Epax;-lie installation details. HD2A 1/5 3/4 5 7 71/2 4 CP,1ST14 2 e t'/,c 4-10d 2-10d 12775 2775 J2� 10d nails are common nails. HD5A 6iBOr3'4 7A 63'4 8'Y4 10 i�d 4 GMS i 14 2 �e 13}16 3-1 Od 2-i0d 337a 4411 DAiio'Na51e loads have been TYPICAL WALL VINYL SHINGLE Increased for►wind or earth VINYL SIDING HDBA 'A 1 744 'W' 115A 6 CMST14 3 7/8 1`;16 8-10d 2-10d 3430 4'435 quake loading with no further TYVEK• HSH E THINGRAP* BUILDING WRAP 7 of " s 1,A[� 7 16/ increase allowed. SHEATHING HDBA /�B 1 7.4 ®:d 11 i3 6 CilY1Ji12 3 l6 is 1 D-10d 2'10d 488D 5305 I 2"x6"WOOD STUDS THIGH PRESERVATIVE A. Minimum concrete compressive 1 ) BATT INSULATION TREATED APA RATED PLYWOOD VAPOR BARRIER HD10A 7 1 744 9'4 11% 8 ChISTI2 4 T/e 11/16 10-10d 2-iOd 4865 6305 strength is 2000 psi. i VAPOR RETARDER 1/2"GYPSUM BOARD DOUBLE 2X6 PRESSURE R-19 INSULATION This bulletin Is effective until January 31,2007,and reflects Informatlon available as of August 1,2004. This Information Is updated periodically and TREATED SILLS ( " " GYPSUM BOARD should not be relied upon after January 31,2007;contact Simpson for current product Information and limited warranty or see www.strongtie.com. LAP s"&TAPE TWEK• i OVER VINYL DRIP EDGE TERMITE SHIELD /� MINIMALLY EXPANDING POLYURETHANEAUSING TYVEK• FLEXWRAPTM SILL SEAL CAPILARY BREAK SIMPSON STRONG TIE COMPANY, INV• DULK 6"TO EXPOSED EARTH BACKER ROD&SEALANT APPROVED CAULK SECURE TAPED JOINT ° (AROUND WINDOW RSO) w/VINYL J•TRIM 4"aHK P.C.SLAB WINDOW WITH r-5%SLOPE MIN.(112"PER FT) 4 UPLIFT STRAP FROM OVERHANG GIRDER TO P.C. INTEGRAL MOUNTING INSTALLTYVEK• FLEXWRAPTM / / \ \\/ FOUNDATION INSIDE OF FIBERGLASS COLUMNS �. FLANGE OVER MOUNTING FLANGE. LAP / / / / / \� //n/, TYVEK• &TAPE JOINTS. \\\\\\\\\\\\\\\/\\\�\\\\\\/\ \ \//\ LSTA21 STRAPS 24" O.C. DOOR & RWINDOWESIDENTIAL WOOD RHEADAME UDETAILRE wl VINYL NG (HEATING CLIMATE) GENERAL NOTES (2X) LSTA21 "SEAL ALL TYVEK•JOINTS AND PENETRATIONS WITH APPROVED TAPE.ex. \\/\\\\\/\ • • \/\\/ STRAPS •(FASTEN TYVEK•UPONTT" OTO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) 'LOCAL LAWS,ZONING,AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. CEDAR SHINGLES °a el�Ii Uplift anchors not G needed in this area ° H2.5A (Except sill anchors) WINDOW BUILDING WRAP CAULKING MINIMALLY EXPANDING j TYPICAL WALL 2'HIGH PRESERVATIVE VAPOR BARRIER OUTLOOK/FLYING GABLES: POLYURETHANE FOAM OR VINYL SIDING TREATED APA RATED PLYWO ° ° APPROVED CAULK TYVEK• HOMEWRAP• DOUBLE 2X6 PRESSURE R-19 INSULATION NAIL ROOF SHEATHING WITH 8D NAILS 4"O.C. I I o (2X) LSTA21 (AROUND WINDOW RSO) -- 2"x6"WOOD TREATED SILL 1/2"GYPSUM BOARD TO 4'-0" FROM GABLE END. USE HT7/RT7 STRAPS WRAPTYVEK• INTO i RRETTINSULATION TERMITE SHIELD HOLDOWN AT 2X6 LADDER FRAMING 16"O.C. m OPENING&TAPE TO VAPOR RETARDER SILL SEALCAPILARYBREAK SILL(ESP.@ CORNERS( 1/2"GYPSUM BOARD USING TYVEK• FLEXWRAPTM I /� 2"TERMITE INSPECTION SPACE BACKER ROD&SEALANT LAP&TAPE TYVEK• + N AT JOINTS(UPPER SHEET -.-2%SLOPE MIN.(1/4"PER FT) ° SLOTTED SQUARE ROOF TRUSSES TO WALL 15TUDS H2.5A .. WASHER OVER LOWER SHEET) M I 0 g'THK r�C.SID€WALK` �4"THK P.C.SAAB FASTEN TYVEK•FLEXWRAP ANCHOR BOLTS TO BE CORNER USING MECHANICAL SIMPSON H2A OR(2) F12A 2.75" CENTERLINE AT WITHIN 6"-12" OF SILL PLATE FASTENER /\\/\\\\\/\\\\\\\\/\\/ / / / j\r / / ° CONNECTOR 24 O.C. INSTALLTWEK• FLEXWRAPTM / / 5'�R�g4F� k� R CONNECT TRUSS TO STUD OR INTERIOR BOLTS ENDS OR SPLICES AROLINDPERIMETEROFOPENING \�\ \\% TRUSS TO BOTH TOP PLATES AND BOTH TOP PLATES TO STUD EDGE OF FND 12"X 5/8"'ASTM 307 GRADE 60 THREADED L / // /\ // // \/\\/\\/\\/ ANCHOR BOLTS AT 36" O.C. WITH NUTS AND M, X '1/2" SCALE: NONE N _ 3"X3" SLOTED SQUARE WASHERS. 7" �. /\\// SILL � EMBEDMENT. ALLOW FOR 2-2X6 PPT SILL \/\\/\\/\\�\\ U1 HEADER UPLIFT CONNECTIONS = WINDOWSILL DETAIL \// N RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) M CMU WALL ANCHOR BOLTS (UPLIFT) "SEAL ALLTYVEK•JOINTS AND PENETRATIONS WITH APPROVED TAPE. N (ex. TM CONTRACTOR TI. EXTERIOR WALLS AT "FASTEN TEN TYVTYVEK• TO SHEATHINGG WITH LARGE HEAD NAILS WALL STUDS TO DOUEILE OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT TI WRAPCAPS) 2X6 PPT SILL PLATE _ 'LOCAL LAWS,ZONING,AND BUILDING CODES VARY AND • „ THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. GRADE VJnr, C PAV E M E N T SIMPSON SP6 OR LSTA24 STRAP ° • ® I M CONNECTORS @ 24"C.C. N TRIPLE ZINC FINISH • • ° \ • • ENDWALL • - TYPICAL WALL 0I L� ° 0 00 ° o ° ° • _ VINYL SIDING CORNERSTUD TYV E SILL PLATE TO FOUNDA • • CONNECTED TO SHEATHING G 5/8"X12"ANCHOR BOLTS 36" HOLDDOWN • -2"x6"WOOD TRANSFER SHEAR BATT INSULATION ION O.C.WITH 3X3 X5/8"SLOTED VAPOR RETARDER5/8n HOEDOWN ANCHOR BOLT ' Eric L SQUARE WASHERS o° 1/2"GYPSUM 7"MIN EMBEDMENT. EXTEND ° o o " ° 2-16d COMMON HDU SHEAR WALL HOEDOWN 1Z�611$T67-CD AFLHIT6GT NAILS 6"O.C. PENETRATION ABOVE FOUNDATION FOR � o (ex.EXHAUST VENT) DOUBLE 2X6 PPT SILLS °� ® • • Preservative-treated barrier PROVIDE WOOD j CAULKING PO Box 879, Rocky Point, N.Y. 11778 BLOCKING& SCALE: NONE may be required for 2-2X6 PPT WALL SILL PLATE MINIMALLY EXPANDING FLANGE Telephone: (631) 928-4456 o Y q POLYURETHANE FOAM (SEALED TO PENETRATION( connectors in contact with P.C. FOUNDATION WALL AROR OUND APPROVED PENETRATION SEAUTAPETYVEK• E-Mail: architect@optonline.net TO FLANGE(USE preservative-treated wood TYVEK•FLEXWRAPTM FtEDA L.��jL�.rj' C 45TYPICAL EXTERIOR PERIMETER OR LARGE OPENINGS) �� UPLIFT LOAD PATH CONNECTIONS DOUBLE 2X6 PPT Tp SHEAR WALL CORNER �`� 4�, "`�°S% �'N BOTTOM SILL tc, SOUTHOLD, N.Y. SEE WALL.FRAMING PLAN FOR -� TYPE II SHEAR WALL SEGMENTS U6 SHEARWALL HOLDOWNS HOLDOWN BOLTS ` '" AND HOLDOWN LOCATION __WALL PENETRATION DETAIL * SECTIONS/DETAIL/UPLI I=T RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING (HEATING CLIMATE) N9 � Rev Date:02/09/2021 o?�7 �p�� Scale:1/4"=1'-0" Rev Date: 02/09/2021 N O � A-� 7 Rev Date:04/17/2020 :#/v'� Job# 17080 By: E. Nicosia1# 70F11 ' REFERENCE ICC/ANSI A117.1-2009 904 Sales and Service Counters 604.6 Flush Controls.Flush controls shall be handA 302.1 GENERAL. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT, AND 904.,1 General.Accessible sales and service coun- operated or automatic. Hand operated flush can- 60'-0" SHALL COMPLY WITH SECTION ters shall comply with Section 904 as applicable. troll shall comply with Section 309. Flush controls 302. CHANGES IN LEVEL IN FLOOR SURFACES SHALL COMPLY WITH SECTION 303. 302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL 904.2 Approach. All portions of counters required shall be located on the open side of the water closet, to be accessible shall be located adlacW to ai alk- EXCEPTION, in ambulatory accessible cam- HAVE AFIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, Ing surface complying with Section 403. partraents complyingv� th Section X604.9, flush N A controls shall be permitted to be located on either - -- -- - TEXTURED LOOP LEVEL CUT PILE p - 904.3 Sales and Service Counters. Salesand �.. . .. . �...,...u. .._. ._ - - OR LEVEL CUT/UNCUT PULE TEXTURE.THE PILE SHALL BE % INCH (13 MM) MAXIMUM IN service counters shall comply ti"+itli Section 904.3.1 side of the water closet. - - I m- - �� .�.. "� C HEIGHT.EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL p� CLOSET a Z WH i. or 9f�4.3.3.The accessible portion of the countertop T .$ paper dispensers hall I .h Z HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM P ��''�`� C}lsp�iYiB�Ca. 01 �t paP p $ � O �� _, i-� j C-) -- SHALL COMPLY WITH SECTION 303. shall extend the same depth as the sales and Ser- comply with Section 309.4 and shall be 7 inches. 261-211 , vice countertop. (180 mm) minimum andinches (234 tram) texl- 6 7/ ' �',� Z 00 302.3 OPENINGS. OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOTrnUf11 in .{tont v�'alCr closet measured to the o i D02 PERMIT THE PASSAGE OF A % INCH (13 MM) DIAMETER SPHERE, EXCEPT AS ALLOWED IN � centerline of the dispenser. The outlet of the �dis- 0o B - -� LAV�M � � UTI LITY/ST'O RAGE SECTIONS 407.4.3, 408.4...,, 409.4.3, 410.4, AND 805.10. ELONGATED OPENINGS SHALL BE 904.3.1 P'ar'allel Approach. A portion of the rt _ penser shall be 15 triches (313{ rr m) minimum and NILE� _ � o TILE FLOOR W02 PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT counter surface 36 inches 915 mm minimum � � WALK IN � � � D01 D02 - 4$inches(1. mm)maximum above the floor,and _ . �!, � M 3, „ „M „ DIRECTION OF TRAVEL. in length and 36 inches 916 mm maximum in T-2 M e 4-4 3/4 /4 19-10 7/8 B M 6 9 shall not be locatbd behind the crab bars, Dispens- 3 COOLER _ 303.1 GENERAL. CHANGES IN LEVEL IN FLOOR SURFACES SHALL COMPLY WITH SECTION height abovethefloorshall be provided.Where ers shall not be of a type that control deliver)4 ordo NSF VINYL FLOOR - - - __-- 303. the counter surface is less than 36 inches (915 not allow continuous paper flow. LAv EQ: 60 � - 303.2 VERTICAL. CHANGES IN LEVEL OF % INCH (6.4 MM) MAXIMUM HEIGHT SHALL BE mm) in length, the entire taunter surface shall 1 SOAP DISPENSER M PERMITTED TO BE VERTICAL. be inches 915 tram maximum in height HAND TOWEL/DRYER 303.3 BEVELED.CHANGEE IN LEVEL GREATER THAN '/ INCH (6.4 MM) IN HEIGHT AND NOT 9 606 Lavatories and Sinks WALL MIRROR W02 MORE THAN % INCH (13 NIM) MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT above the floor. A clear floor space Complying606.1 General. Accessible lavatories and sinks 36"GRAB BAR 42°GRAB BAR STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH (13 MM) IN HEIGHT SHALL 4'Vjtll S2cti4n 305, ptSSitiQned for a parallel BE RAMPED shall comply with Section 606. 18°VERT BAR approach adjacent to the accessible Counter, T.P. DISPENSER 307 PROTRUDING OBJECTS 307.1 GENERAL. PROTRUDING OBJECTS ON CIRCULATION shall be provided. 606.2 Clear Floor Space.A clear floor space com- BEVEL SADDLE PATHS SHALL COMPLY WITH SECTION 307. plying with Section 305.3, positioned for forward 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 904.3.2 Forward .Approach. A portion of the approach, shall be provided. Knee and toe clear- MM)AND NOT MORE THAN 80 INCHES (2030 MM)ABOVE THE FLOOR SHALL PROTRUDE 4 counter surface 30 inches (760 mm) minimum ante complying with Section 306 shall be provided. i r_ The di of the overflow shall not be considered in INCHES (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTIONS: 1. Ill length and 36 inches (915 mm) maximum lTl p HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2 INCHES (115 MM) MAXIMUM. 2. r' determining knee and toe clearances. W02 DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 MM) hei�q>-it abovethe floor hall be provided.ACl..ar O MINIMUM ABOVE THE FLOOR. floor space complying with Section 305, pall- - t'ronedfor a forti'rard approach to the aCcessib9e606.6 Exposed Pipes and Surlaces.Watersopply -1 307.3 POST-MOUNTED OBJECTS. OBJECTS ON POSTS OR PYLONS SHALL BE PERMITTED counter,shall be provided. Knee and toe clear- and drainpipes Linder lavatories and .sinks shall be M � TO OVERHANG 4 INCHES (100 MM) MAXIMUM WHERE MORE THAN 27 INCHES (685 MM)AND ante complying with Section 306 shall be pro- insulated+� olhGF1'1iSB cvrigtrrad to f3rC1t 'Gt agirst 00 NOT MORE THAN 80 INCHES (2030 MM)ABOVE THE FLOOR. OBJECTS ON MULTIPLE POSTS vided under the accessible counter. contact. There shall be no shay or abrasive sur- 0 W02 OR PYLONS WHERE p O THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES faces tinder lavatories and sinks. J ` (305 MM) SHALL HAVE THE LOWEST EDGE SOF SUCH OBJECT EITHER 27 INCHES (685 MM) 604 Water Closets and Toilet Compartments o0 MAXIMUM OR 80 INCHES (2030 MM) MINIMUM ABOVE THE FLOOR. 606•70perable Pjartg•'Operalila parts on 110%gC1 day` ~ c? 604.1 General.,Accessible water closets and toilet perls�ers and hand dryers shall comply vrith Table M :- 307.4 REDUCED VERTICAL CLEARANCE. GUARDRAILS OR OTHER BARRIERS SHALL BE compartments shall complywith Soctlon 604.Oorn- 606.7. PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY SECTIONS 8r#merlt8 CCtntalrlln more than one ILrn�blrl fIX- 307.2 AND 307.3, AND WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES (2030 �' plumbing re shall MM)ABOVE THE FLOOR.THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE tucomply with SeCIICan Wheelchair 606.4 FaIICE't . Faucets sha11 campr with Sectlarl 27 INCHES (685 MM) MAXIMUM ABOVE THE FLOOR. accessible compartments shall cort`I)])ywilhSection 309. Hand-ope'razgd metering faucats shall remain 604.8. Ambulatory accessible compartments shall open for 10 seconds minimum, 307.5 REQUIRED CLEAR WIDTH. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR CorEry�l�with Section 6{ 4,0. W02 WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN ° OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FORA fit�+l•4 Nelght.The herght o!',vaterClosetSea#s shad 1 DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE be 17 inches (430 mm) minimum and 19' inchos HIGH FORWARD REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM WHERE THE REACH (485 mm) maximum above the floor", measured to DEPTH IS 20 INCHES (510 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES the top of the Seat. Seats shall not be sprung to g1_p�� 51'-0" 6" (510 MM), THE HIGH FORWARD return tLt a lifted position, W02 LACHES (635REACH LL BE 44 MM) MAXIMUMS (1120 MM) MAXIMUM, AND THE REACH DEPTH SHALL BE 25 EXCEPTION:A grater closet in a toilet room for aCONVENIENCE STORE slrigle occupant, accessed only through a private �� c 0 F �� 'M� SALES COUNTER N TE � 308.3 SIDE REACH. ; ►. =� n TILE FLOOR office and notforcommon use or use, shall 308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLEL .. a APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE not be retluirod to comply with Section 604,4, co CID REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 6, 4,6 ,Crab Bars.Grab bars for v►�attet closets shall Co INCHES (380 MM) MINIMUM ABOVE THE FLOOR. m 1 w Rh Section 609 and shall be - R Y provided in - 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLEL aG`Oordc�nd''. 1r�l�h SoGttOrIS 604,5.1 and • • s rr'�x W03 W03 W03 W03 D 3 _W03 W03 W03 W03 APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE {Grub bars shall be pmvide�d on the rear wall and on knea clearance $xi_s 1� t��e�sn� N � HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 MM) MAXIMUM AND THE DEPTH the side Mall closest to the water closet. 17 min � � J OF THE OBSTRUCTION SHALL BE 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH 430 ct�u pth SHALL BE 48 INCHES (1220 MM) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (255 MM) NOTE:oquiprnentpormltedinst>-aded area MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE Figure C606.2(a) REACH SHALL BE 46 INCHES (1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 INCHES LAVATORIES AND SINKS (610MM) MAXIMUM. M 60'-0" 309 OPERABLE PARTS c o 309.1 GENERAL. OPERABLE PARTS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH E co00 CN .0 12 min i SECTION AR 0 305 ® CONSTRUCTION PLAN r� r -A+r c- L 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 � Section 609.3 _ V l �� f�'1� lrl.ls/1QIrs SHALL BE PROVIDED. ' SCALE: 1/4"=1'-0" 309.3 HEIGHT. OPERABLE: PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH co d�- RANGES SPECIFIED IN SE=CTION 308. x 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL E00 LO E cli NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE 00 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS 22.2 N MAXIMUM. M I f CHAPTER 4. ACCESSIBLE: ROUTES 402.1 GENERAL. ACCESSIBLE ROUTES SHALL COMPLY n WITH SECTION 402. ! ' -------- w 96.1b 6C r �. 16_ 18 ________ �j l � ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE 7 -9 7_ 405-455I I 402.2 COMPONENTS. ACC: 9 � r '� ,. II FOLLOWING COMPONENTS. WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, 180-230 180-230 (a) 'dater Closet t_aeatiorti I I N �� t'J)�/ dQ., � &, t Q rrn plars en ce- DOORS AND DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, 1 18 mitt I , Grab B G Ab b Grab B G l Beow raar ( )Above raBar I I 1 oa ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL (a) 44$ t., COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. Fig.604.7 403 WALKING SURFACES Dispenser Location 403.1 GENERAL. WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL 54 min E 0 + 0 J r n C l f h-fi'n COMPLY WITH SECTION 403. 12 max 1370 �..., _____ ___-I Q q y � ► I 403.2 FLOOR SURFACE. FLOOR SURFACES SHALL COMPLY WITH SECTION 302. ---- V 403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER 305 (a u�, t' ` '.�Q �� n k �� 1 �O THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN m��---- E ( Gf U 1:48. � 1065 604.5.2 Rear Wall iGrob Bars.The rear walI grab o front approach, pull side (b) 403.4 CHANGES IN LEVEL.. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. bar shall be 36 inches (915 rrirn) Minimum In �- 403.5 CLEAR WIDTH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ;n c front approach, push side TABLE 403.5 i`; Section 609,4 o length, and extend from the centerlirle of the -- E 't o water closot 12 inches(305 mm)minimum on the 902 Dining Surfaces and Work Surfaces i° 404 DOORS AND DOORWAYS rn 902.1 General.Accessible dining surfaces and work surfaces shall comply with Section 902. i i d, o side closest to the 'gall, and 24 inches (610 mm) 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE 1.ransfer side, EXCEPTION: Dining surfaces and work surfaces primarily for children's use shall be SHALL COMPLY WITH SECTION 404. C) mini mum on the permitted to comply 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES EX'CEMONS:. with Section 902.5. (815 MM) MINIMUM. i CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED 1. The rear grab Saar shall bo porrrtittod to' �---- .fix �'��`��"' 902.2 Clear Floor Space.A clear floor space complying with Section 305, positioned for a BETWEEN THE FACE OF DOOR AND STOP,WITH THE DOOR OPEN 90 DEGREES. Fig.604.5.1 be 24 inches (61 r11m) minimum In � 4 forward approach,shall be provided. Knee and toe clearance complying with Section 306 OPENINGS, DOORS AND (DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES (610 MM) IN Side Wall Grab Bar for Water Closet length, centered orgy the. +,t�raler Closet, .y shall be provided6ric Nico6ia DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES (915 MM) MINIMUM. 'floro wall 5 "dCtS r'tf)t permit a gran r i - x EXCEPTIONS: IZGtIST�R � l�izGNIT�GT THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 60�d.5.1 fixed Id k'4�all 1' t para.Fixed side- co � � ,• INCHES 865 MM ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH r bar 3f� lnehes (915 rnm� rrllnlfl"l1.8t9"I In � E r �'�. 1. At drink surfaces 12 inches(305 mm)or less in depth, knee and toe space shall not be ( ) w all grab bars shall be 42 inches (1065 m m)min- r , BETWEEN 34 INCHES (865) MM)AND 80 INCHES (2030 MM)ABOVE THE FLOOR SHALL NOT length due to the location of a recessed rr r, _ - required to extend beneath the surface beyond the depth of the drink surface provided. ll`i'lum to length located 12 Jnches (305 trawl) s; ��► �, 2. Dining surfaces that are 15 inches(380 mm)minimum and 24 inches (610 mm) PO Box 879, Rocky Point, N.Y. 11778 EXCEED 4 INCHES (100 MM). ' fixture adjacent to trio water closet. LOS I maximum in height are permitted to have a clear floors ace complyingwith Section 305 Telephone: (631)928-4456 EXCEPTIONS: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 maximum from the rear ~gall and extending 54 � .z �� 9 P P i` ~` positioned E-Mail: architect@optonline.net INCHES (1980 MM) MINIMUM ABOVE THE FLOOR. 2. IN ALTERATIONS, A PROJECTION OF 5/8 inches(1370 ram)p't°linimurrl from the r€�a.rtirall.In 2, in a Type A or' pe B Lin it, the rear grakr - E J� `'` INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE fora parallel approach. �dCfl#1417, 31fBrtl�B.lgrab bar 1$ inches �4�� rt11'�� bar shall be perrt7itted to be �4 inches ': �:.�:a�,µ<.;ta.�:.�:: �.��;-. �REDA,�C �i � �! >C�O �� i �1. PERMITTED FOR THELATCH SIDE STOP. ( y `t 4 4b minimum in length shall be mounted with the bot- (610 mm) minimum In length, centered 902.3 Exposed Surfaces.There shall be no sharp or abrasive surfaces under the exposed ��5 �Fe�o NiCps, 404.2.3 MANEUVERING CLEARANCES AT DOORS. MINIMUM MANEUVERING CLEARANCES torn of the liar located between 39 inches 99th on the '4f AtBC closet, 1f hero vial[ spaco �-- 48' - portions of dining surfaces and work surfaces. 4r 9 F� SOUTHOLD, N.Y. no obstrvctiflns AT DOORS SHALL COMPLY WITH SECTION 404.2.3 AND SHALL INCLUDE THE FULL CLEAR rClt�t Br1d 4'I ir7Ches �14U rlltm abs the floor, does not permit a grab bar 36 inches p to interfere 902.4 Height.The tops of dining surfaces and work surfaces shall be 28 inches(710 mm) s"x. I OPENING WIDTH OF THE DOORWAY.404.2.3.1 SWINGING DOORS. SWINGING DOORS SHALL and with the center lino of the bar located (915 mm) minimum in length. FLOOR PL_Ai� HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.1 with tooth minimum and 34 inches(865 mm)maximum in height above the floor. � 02/0 Scale:1/4"=1'-0" Rev Date: 9/2021 'v Rev Date:02/09/2021 �' a 4 r � .� A-1 .8 Rev Date:04/17/2020 Job# 17080 By: E. Nicosia # 80F11 A 60'-0" euit�..:......w w... .....s ...e.-.v...w.. :.«Y .,:t,... .. .w.....vw+.0_:._r t.n..xad..+...n.",a+a:.•+wwi.s S.4um(iJeihmW •••• .- .{LeidKa- , - .:.dw'1:`.t;. ..�.hx * `:.d...,..: .utA'...e CLOSET z WH E11 O �Q E09 VS LAV E'° UTILITY/STORAGE WALK IN COOLER VS_VVVV7 E09 E11 ------------ hI 'i 'i I j E11 i i F O 9 V I , i + E12 E11 CONVENIENCE STORE SALES COUNTER E11 E10 E1��0++ S E09 E10 E10 E11III M j 0.1 O i EQUIPMENT & POWER PLAN PRELIMINARY ELECTRICAL AND LIGHTING LAYOUT-FINAL CONFIGURATION TO BE DETERMINED ELECTRICAL LEGEND _] LIGHT SWITCH (D7 ELECTRICAL RECEPTACLE ALL ELECTRICAL WORK TO CONFORM TO NYS CODES& NFPA 70-17 REFERENCED STANDARD INCLUDING REQUIREMENTS OF ARTICLE 517 FOR HEALTH CARE FACILITIES PROVIDE ORIGINAL CERTIFICATE OF ELECTRICAL INSPECTION REFERENCING BUILDING PERMIT NUMBER. VERIFY ALL ELECTRICAL POWER REQUIREMENTS& LOCATIONS WITH OWNER AND EQUIPMENT SPECIFICATIONS WALK IN COOLER REQUIREMENTS TO BE DETERMINED ELECTRICAL SCHEDULE er Qty Descri tion Comments E01 1 400 AMP SERVICE PANEL 2 1 ILLUMINATED EXIT SIGN & EMERGENCY LIGHT BATTERY BACKUP E03 16 2X4 LAY IN FIXTURE-46 W LED E04 4 2X2 LAY IN FIXTURE-28 W LED E05 11 6" RECESSED DOWNLIGHT-18W LED E06 1 ENCLOSED SURFACE MOUNT-13W LED E07 4 SEALED WALK IN COOLER FIXTURE-13W LED E08 1 75 CFM EXHAUST FAN SOLID DUCT TO EXTERIOR E09 3 OCCUPANCY SENSOR SWITCH �` E10 5 SINGLE POLE SWITC6ric Nicosi w E11 7 DUPLEX OUTLETS A E12 1 FLOOR MOUNTED DUPLEX OUTLET SEE APPROVED SITE PLAN FOR EXTERIOR LIGHTING IzGIISTIzD �tzGN IT�GT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net ,,\c rt , N1 0 / 45450 GR 48 0�5 tics� r SOUTHOLD, N.Y. EQUIPMENT $ FOY�ER PLAN NS Rev Date:02/09/2021 O _ A 024515 � Scale:1/4"=1'-0" Rev Date: 02/09/202 -F' y '1 9 Rev Date:04/17/2020 �4 Job# 17080 By: E. Nicosia # 9 OF 114 ' A 4"VENT 4"VENT THRU ROOF I THRU ROOF ROOF LAV I UTILITY —� - I I I I I I I I HUNG w� CLG. E08 Q z I I I I I I / E09 _ Xcn 3" V 1 1.5"V I 2"V 1 1.5"V 1 3"V 1 13"V 3" V ( 1.5"V Eo7 E07 E04 �'S E,o Z z b / J J E04 E04 \ 8'CEILING /4 v Zn U o > SINK E01 Z I I I I I I I / � r i o �_ I HI/LOW AD 9'CEILING V5� Eo9 P - -- -- zZ I DRINKING Q I I THF�EE I HAND FOUNTAIN ui Qm 1 1.5'W COMPART ENT SINK SINK o URINAL m I H 0 (MOP I I \ Q Q PINK 1 1 2020 NYSPC 1002.6 Building Traps: I Eos 24"x48° INSU ATED/ 1 o_ I Eo3 Eo3 Eo3 JIN I Building (house) traps shall be prohibited. Eo3 WEATHERSRIPED ATTIC CESS) DRAIN 1.5" W 4' OF 6" CAST IRON TO / / Q _ 2"W �� FLOG 6"GAP TO I DIRECT 3" W 1.25 W DRAIN 1 FLOOR DRAIN BOX 1.5" G FLOOR AI 311 APPROVED GREASE TRAP C. W T_ . O. 4"G 3" G 4"G (S) SEE SCDHS APPOVED PLAN 4"APPROVED PVC GREASE LINE CLEAN C. D. SLOPE 1/4" PER FOOT OUTS W CL 4"APPROVED PVC WASTE LINES, PITCH 1/4" PER FOOT TO 4' OF 4" CAST IRON TO /�"'rn \ \ \ Z APPROVED MUNICIPAL SEWER SYSTEM CONNECTION APPROVED SANITARY / Eo7 Eos SYSTEM SEE SCDHS P L STRESS RELIEVING ARCH RISER DIAGRAM APPOVED PLAN � / NO SCALE jo3 %03 io3 Eo3 AT FOUNDATION OVER PIPE REFRIGERATION/FREEZER UNITS ARE SELF-CONTAINED TYPE AND DO NOT REQUIRE DRAINS (AUTOMATIC CONDENSATE EVAPORATOR) F1 P I DUCTS TYPICAL I I I I I ROOF Chapter 5 Water Heaters Section 502 Installation 502.1 General \ E05 \ \ E03 E03 E03 E03 Water heaters shall be installed in accordance with the manufacturers instructions. Oil-fired water z heaters shall conform to the requirements of this code and the Mechanical Code of New York State. Electric water heaters shall conform to the requirements of this code and provisions of NFPA 70. Gas- \ / / / 9'HIGH SUSP NDED CEILING X fired water heaters shall conform to the requirements of the Fuel Gas Code of New York State. Solar N N the water heating systems shall conform to the requirements of the Mechanical Code of New York \ I 1 I E05 E05 State and ICC 900/SRCC 300. W W_1 504.7 Required Pan E07 E12 0 = Q Where a storage tank-type water heater or a hot water storage tank is installed in a location where CN N water leakage from the tank will cause damage, the tank shall be installed in a pan constructed of one U x 0 z U of the following: \Eos \ \ CON N -,tN N Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. R EE03) E03 I Eo3 N N LAV CO Cl) M 1 Plastic not less than 0.036 inch (0.9 mm) in thickness. \ / O PANITO 2 Other approved materials. 1 Li M URINAL o INDIRE T MOP 3-COMP HAND A plastic pan shall not be installed beneath a gas-fired water heater. \ \ \ \ D.F. WC N DRAIN SINK SINK 1 — — — _ �/ // ¢ E1-1 _ \ 504.7.1 Pan Size and Drain \ Eos \E05 E10 I E09 os Eos Eos FLOOR — E10 g E02 E10 E10 R R The pan shall be not less than 11/2 inches (38 mm) in depth and shall be of sufficient size and shape SLI P P LY RISER DIAGRAM to receive all dripping or condensate from the tank or water heater. The pan shall be drained by an NO SCALE indirect waste pipe having a diameter of not less than 3/4 inch (19 mm). Piping for safety pan drains 0 shall be of those materials listed in Table 605.4. K COPPER SUPPLY LINES OR CODE APPROVED ALTERNATE. PROVIDE SHUT OFF VALVES AT ALL SUPPLY CONNECTIONS. �— PR 504.7.2 Pan Drain Termination BACKFLOW PREVENTION AT EQUIPMENT SUPPLY CONNECTIONS. The pan drain shall extend full size and terminate over a suitably located indirect waste receptor or WATER HAMMER ARRESTORS. floor drain or extend to the exterior of the building and terminate not less than 6 inches (152 mm) and REFLECTED CEILING PLAN not more than 24 inches (610 mm) above the adjacent ground surface. Where a pan drain was not previously installed, a pan drain shall not be required for a replacement water heater installation. WATER HEATER SCHEDULE MARK MANUF. I MODEL# TYPE CAP. GAL INPUT BTU/HR W-1I RUDD I G75-125 GAS 75 125,000 1 PRELIMINARY ELECTRICAL AND LIGHTING LAYOUT-FINAL CONFIGURATION TO BE DETERMINED PRELIMINARY HVAC LAYOUT-FINAL CONFIGURATION TO BE DETERMINED INSTALLED IN CONFORMANCE WITH UL LISTING&MANUFACTURERS INSTRUCTIONS. PROVIDE 1400 MIN AT3BAY&MOP SINKS. 110*MAX AT HAND/MOP SINKS ELECTRICAL LEGEND REFLECTED CEILING PLAN LEGEND LIFE SAFETY LEGEND PROVIDE ILLUMINATED, DIRECTIONAL EXIT SIGNS LIGHT SWITCH EXPOSED 2X4 T SUSPENDED GRID SYSTEM Fff717T IN CONFORMANCE WITH 1003.2.10.1 thru 1003.2.10.5. INCLUDING 90 (:�E ELECTRICAL RECEPTACLE WITH 5/8" ACOUSTICAL LAY-IN CEILING TILES. MIN. BACK-UP ILLUMINATION IN CASE OF PRIMARY POWER LOSS. MATCH PREVIOUS/EXISTING CEILING HEIGHT OASIS° BARRIER-FREE SPLIT-LEVEL Versacoolere 11 MODELS ALL ELECTRICAL WORK TO CONFORM TO NYS CODES& NFPA 70-17 REFERENCED QF__� PROVIDE EMERGENCY EGRESS ILLUMINATION PACSL, P8ACSL, PGACSL, PG8ACSL, P8ACSLEE STANDARD INCLUDING REQUIREMENTS OF ARTICLE 517 FOR HEALTH CARE FACILITIES COVERED LED CEILING DEFLECTION SUPPLY SYSTEM IN CONFORMANCE WITH 1003.2.11.2 LIGHT FIXTURE DIFFUSERS PROVIDE APPROVED WALL MOUNTED 2-4 RATED FIRE EXTINGUISHERS IN NUILS: PROVIDE ORIGINAL CERTIFICATE OF ELECTRICAL INSPECTION REFERENCING BUILDING PERMIT NUMBER. FE CONFORMANCE'WITH NYSFC SECTION 906.THE EXTINGUISHERS SHALL DRAIN TUDE t�ysl SHORT LEC OPTIONAL_ GLASSFILLER [, TRAP. STOP VALVE AND BE ACCESSIBLE AND VISIBLE WITHIN THE MEANS OF EGRESS. 7— LOCATION ELECTRICAL OUTLET NOT VERIFY ALL ELECTRICAL POWER REQUIREMENTS&LOCATIONS WITH OWNER AND EQUIPMENT SPECIFICATIONS 75 C.F.M. EXHAUST PLENUM RETURN 4 FURNISHED. FAN, SOLID METAL WATER WATER 2. A'_LOW 4 INCHES [102 WIVII WK GRILL PROVIDE FIRE DETECTION AND ALARM SYSTEMS IN CONFORMANCE NYS CODE FOUNTAIN -- ---�--'" CG'Qi_ER P=R SIDE FO-� vLrtiTILAIION. WALK IN COOLER REQUIREMENTS TO BE DETERMINED DUCT TO EXTERIOR SECTION 907 AND REFERENCE STANDARDS AND LOCAL LAWS. 3, REfGHT' ENDCD ADULT BARRIER FREE �+EICNT Irasrn(LnTlcN SHOWN. REDUCE ELECTRICAL SCHEDULE HEIGHT BY a INCHES TORLAY IN LED FIXTURE: PROVIDE CARBON MONOXIDE DETECTION AND ALARM SYSTEM IN T•�-3, INSTALLATIONS USED PRIMAR'LY BY Number Qty Description Comments R 2X2 :28 W R 6 RECESSED LED CONFORMANCE WITH NYS CODE AND LOCAL LAWS. cHl,_cREN Ac 12 AND YOUNGER. E01 1 400 AMP SERVICE PANEL DOWNLIGHT t __ I ^may_ _• UN'T SHALL ALSO HAVE A MINIMUM 2X4 :46W CLEAR FLOOR SPACE 307Ge) BY E02 1 ILLUMINATED EXIT SIGN & EMERGENCY LIGHT BATTERY BACKUP 4e[azzG]. ADJUST VERTICAL COMPLY WITH NFPA 170, Standard for Fire Safety& Emergency Symbols. P~SL D MENS IONS AS RED'D TO COMPLY E03 16 2X4 LAY IN FIXTURE-46 W LED P1111M5L VATH FEOEIW_ STATE, AND LOCAL E04 4 2X2 LAY IN FIXTURE- 28 W LED HVAC SYSTEM TO BE IN CONFORMANCE WITH ASHRE, N.F.P.A.& NYS CODE PUSH PAO P"s" SI�T'Ow� corEs. REFERENCE STANDARDS INCLUDING NFPA 31, 90A,90B, 54 . ENGINEER CERTIFIED SHOP DRAWINGS ARE REQUIRED FOR FIRE/SMOKE/CO o.O,WAT>•R 1141-FT WITH STRAINER WATER COOLER AND FOUNTAIN 4. ALL DIM[NSIONS ARE IN INCHFS. E05 11 6" RECESSED DOWNLIGHT-18W LED CONNECT COOLER REMOTE OUTLET TO-�---- „�[.�fi, DIMENSIONS IN ERA.CKETS [ ] E06 1 ENCLOSED SURFACE MOUNT-13W LED ALARM SYSTEMS.SEPARATE PERMITS REQUIRED FROM FIRE MARSHALL. FOUNTAIN WATEP INLET WITH FITTING suPpuE© � +2 ARE IN MILLIMETERS- ALL WIRING ABOVE CEILING TO BE APPROVED FOR SUCH USE IN RETURN fi cs. E07 4 SEALED WALK IN COOLER FIXTURE-13W LED 116.-1 z rLcs. 115 DRIVE SIZE PLENUM. DRAWINGS AND SEPARATE PERMITS TO BE SUPPLIED AND OBTAINED BY THE 2 PLM ELECTRONIC EYE MODCLS ONLY TORR HEAD SCREWS E08 1 75 CFM EXHAUST FAN SOLID DUCT TO EXTERIOR SYSTEM CONTRACTORS LICENSED TO WORK IN THE JURISDICTION. 4[6] iIAN uLR 5! I137T MCUNT,NO HOLE. 2 PLCS. MOUNT*JGGHOLES, E09 3 OCCUPANCY SENSOR SWITCH PF8ACSL(E[:) & PVF8ACSL [B4t �_ 4 PLCS. E10 5 SINGLE POLE SWITCH FILTER W TH FLEXIBLE TUBING - _ © t X11 E11 7 DUPLEX OUTLETS AJR E12 1 FLOOR MOUNTED DUPLEX OUTLET F=. 1S '[61 CD 1 SEE APPROVED SITE PLAN FOR EXTERIOR LIGHTING [13]2 PLCS, - z arcs- ._ •as 1 [R181 1i IIS WASTE OPTIMUS� �1 I @ t � � I (5F � g� co Cr LOtATIOra STUB OUT 1[25) f T 12011 • ' r roc Nkofpia 1 a; Q.D. TAILPIECE PI-CS. [ , IZ9 CAIST617 CD R1ZG"1T£(T •16.1 15�t39?] � _ E Q' (/ { •27} PO Box 879, Rocky Point, N.Y. 11778 7 v$ t"i� r 4 7 PLCS. Iy� � � ��g1 ._ [20) 7 [176]ti[15] MOUNTING HOLES .,; Telephone: (631)928-4456 .17 PLCS. 1 2 PLCS. — 7 I412 3 8 PLCS. +[a3`3gTl [t7�1 ELLCTRICAL OUTLET OPtlr UM LCGATION If .J E-Mail: architect@optonline.net WATER SUPPLY OPTIMUV LOCATION STUD OUT 1[2E) ED q I Rey, 45450 CR 48 �5 ��\C NICO >, SOUTHOLD, N.Y. PLUMB IN&/HYAC/CEI LINO N� ca z5 Q4� Scale:1/4"=1'-0" Rev Date. 02/09/202 Rev Date:02/09/2021 �t A-1 . 10 Rev Date:04/17/2020 F �� Job# 17080 By: E. Nicosia # 10 OF 11 r OWENS CORNING OAKRIDGE "DRIFTWOOD" ARCHITECTURAL ROOFING SHINGLES MATCH MAIN BUILDING ROOF RIDGE CAPS 7777777 7 ... 7 1 ON 1477717 a. 'J' E. 'ROOF '. .. / PITCH r 00, N t� t < 4 t iihrt.• a L,. _ hw „ - J F.: 8" BRONZE ANODIZED WHITE ALUMINUM SOFFIT WITH FULLY ALUMINUM FASCIA RECESSED LIGHT FIXTURES iy. BRONZE ANODIZED ALUMINUM COLUMN COVERS WITH INTERNAL ROOF LEADERS BO 8' HIGH "COUNTRY LEDGESTONE" CULTURED STONE COLUMN SURROUNDS ! { , ® LIGHT GRAY GAS PUMPSEm Em Fri Em Em Em ' ' Ii �I _BRONZE ANODIZED (PAINTED) BOLLARDS x NORTH & SOUTH CANOPY ELEVATION EAST & WEST CANOPY ELEVATION r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Q J > CO CO Io z zco � IQ Q C 1O � I0 a- W I Iu- CL 13- j w -� Iw I I 12'-6" 3'-011 29'-0" 3'-0" 12'-611 0 0 1 1 1 I I I I I I I ( 14'-011 32'-011 14'-011 1 I _ Oil I I 1 I I I I R I 60'-0" rig Nicosia _ fZ��IST�IZ�D AIz.G�tIT�GT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 N E-Mail: architect@optonline.net FUEL PUMP CANOPY PLAN E D A�C, 45450 Giz 45 C NICps��y/, PROVIDE ENGINEERED CANOPY AND c, F� SOUTHOLD, N.Y. aX a S FOUNDATION DE51GN5 FOR REQUIRED * FUEL PUMP CANOPY SCHEMATIC SEPARATE BUILDING PERMITS o2^ 75 0�� Scale:1/4"=1'-Q" Rev Date: 02/09/2021 Rev Date:02/09/2021 � � A-1 . 11 Rev Date:04/17/2020 Job# 17080 By: E. Nicosia 1# 11OF11