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Home My WebLink About44268-Z FFatA'o Town of Southold 6/24/2020 0 P.O.Box 1179 53095 Main Rd X4!4 p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41205 Date: 6/24/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2019 pursuant to which Building Permit No. 44268 dated 10/8/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including"as built"decks, to an existing restaurant as applied for. The certificate is issued to 40200 Main LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44268 6/18/2020 PLUMBERS CERTIFICATION DATED 6/22/2020 JP Plumbing&Heating f tho e ature TOWN OF SOUTHOLD �gt1FED(,��o BUILDING DEPARTMENT y TOWN CLERIC'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#: 44268 Date: 10/8/2019 Permission is hereby granted to: 40200 Main LLC c/o RWN Management LLC 712 Fifth Ave FI 30 New York, NY 10019 To: construct interior alterations and legalize "as built" deck additions to an existing restaurant as applied for with flood permit. Additional certification may be required. At premises located at: 40200 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-9-8.1 Pursuant to application dated 8/20/2019 and approved by the Building Inspector. To expire on 4/8/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $978.40 AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,990.40 Flood Permit $100.00 CO -COMMERCIAL $50.00 Total: $3,118.80 g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 11 New Construction: Old or Pre-existing Building: (check one) Location of Property: 40200 Main Road (Rt 25) Orient House No. Street Hamlet Owner or Owners of Property: 40200 Main LLC Suffolk County Tax Map No 1000, Section 15 Block 9 Lot 81 Subdivision N/A Filed Map. N/A Lot: N/A Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary ertificate Final Certificate: (check one) Fee Submitted: $ � App ficant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 40200 Main LLC 1� Marc Rowan, Manager residing at c/o RWN Management, LLC (Print property owner's name) (Mailing Address) 712 Fifth Ave., 30th FI, NY, NY 1001 9d hereby authorize Inter-Science Research Associates, Inc (Agent) PO Box 1201, Southampton, NY 11969 to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) M,arC �Dwari (Print Owner's Name) pF SOU��,®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.deviinCa)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 402001VIain LLC Address: 40200 Route 25 city Orient st: NY zip: 11957 Budding Permit#: 44268 Section. 15 Block: 9 Lot: $.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Two Gang Electric Inc License No: 4693ME SITE DETAILS Office Use Only Residential Indoor X Crawl X Service X Commerical X Outdoor X 1st Floor X Docks X New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt $$ Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph 400A Step Lights 107 GFCI Recpt 4 Wall Fixtures 12 Smoke Detectors 6 Main Panel 200X3 A/C Condenser 3 Single Recpt/240 4 Recessed Fixtures 12 CO2 Detectors 2 Sub Panel 100 Air Handler 3 Hand Dryer 2 Post Lights 19 Combo Smoke/CO Drivers 27 LED Strip Lightin 679' Dryer Recpt Emergency Fixtures 7 Time Clocks 1 Disconnect 100A Switches 32 4'LED 28 Exit Fixtures 9 Pump Other Equipment: 6- Refrigeration Compressors, 400A 200A and 100A Service w/ 3 Meters, Notes: Commercial Renovation of Dining and Kitchen w/ Exterior Dock Lighting Inspector Signature: Date: June 25, 2020 S.Devlin-Cert Electrical Compliance Form As { so Town Eiat1 Annex Telephone(631)765-1802 54375 Main Road JW Fax(631)765-9502 P.O.Box 1179 �Gc+ Southold,NY 11971-0959 Quffm 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD I i i CERTIFICATION Date: U Building Permit No. If q 2-6<� Owner: 4 0 2-00 At",4, Lr-G (Please print) i Plumber: 'J' A .(Please print) lead I certify that the solder used in the water supply system contains less than 2/10 of 1% (PIumbers Signature)' Sworn to before me this Vd day of J�(/(,Q 20 20 e Notary Public, UL-County Jt)LIE A. CUMMINGS EOSCH Notary Public,State of New York No 01 CU6034294 Qualified in Sutfolk County ai Comrrnssion Expires Dec. 06, 20_ pF SOU � u� TOWN OF SOUTHOLD BUILDING DEPT. , • �� cou765-1802 ��; , INSPECTION - ', ( ... �" j "[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [° ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ f FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY`" XFIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION " [; ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G . _ e(�_ DATEINSPECTOR SOblyo # TOWN OF SOUTHOLD, BUILDING DEPT. �yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: DIrovb if A11 4� h # rov`,� �/ l 6�� • .a� IFS1 vA?vt no -681� !� DATE 20INSPECTOR qV2�6 q SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. coom, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �L�i.v� liD✓�/Z/NC �i✓D �'i9✓��S �Q.,?DY� ByTJ/lJE i�/a�. r S�GLi2� �Z �N�` �ST/u►cTrteE, A1,07- F�vC,6 DATE INSPECTOR 1OF SO 6 (/T�� # TOWN'OF SOUTHOLD BUILDING DEPT. °`y�ouMVN�� 765-1802 INSPECTION = = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [' ] NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 40" _[ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) '[ ] CODE VIOLATION [ ] PRE C/O zARKt t�v' 2"-�Xfk &Y' lz phh 7 A) y (TV b Id. ArwlvyAll tell r - inn4 1 00C - DATE t . INSPECTOR OE SOUIyO ��i�d C'"v � d/ * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .t INSPECTION [ ] FOUNDATION 1ST" [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINALES ' [ ] -FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE / a INSPECTOR SOF SOUL # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING ( ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY _ [� FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ : ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE /7 z�z� INSPECTOR hO�apF SOUIyO� # TOWN OF SOUTHOLD":BUILDING DEPT. cou765-1802 INSPECTION, —[ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [X] FINAL [ ] `FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ` ]= FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �v -s C:� i✓� DATES INSPECTOR Food Establishment Inspection Report Suffolk County Department of Health Services __ — Page 1 of 1 360 Yaphank Avenue Suite 2A Date 05/22/2020 Yaphank,NY 11980 631-852-5999 w www suffolkcountyny gov/health `u Establishment Name Establishment Address City/State Zip Code Telephone THE NORTH FORK TABLE&INN 57225 MAIN RD SOUTHOLD,NY 11971 (631)765-0177 Facility ID# Permit Holder Purpose of Inspection Inspection Result FA0002521 NOFO T&I,LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions Capacity NOFO T&I,LLC 57225 MAIN RD, SOUTHOLD NY 11971 CV D G 64 seats' Inspection Violations Comply By Date No violations cited —Overall Inspection Comments Pre-operational inspection was performed virtually on 5/22/20 Establishment was built in substantial compliance with approved plans and may open when ready Notes Splash guard must be installed between the mop sink and adjacent shelving Prior to opening the interior of the establishment to patrons,construction of the bar,service ara and patron restrooms must be completed A second pre-operational inspection is required prior to these areas being used OK TO ISSUE PERMIT C i ;SUN• 2 3 2020 EE0000529-Nadine Roe "The items noted above are violations of applicable laws,rules and regulations found during an inspection of the operation of the facilities in this establishment which must be corrected as indicated Failure to comply may result in the initiation of legal action against this establishment as provided for in Articles 2 and 13 of the Suffolk County Sanitary Code including a hearing,possible suspension of your food operation,and/or the publication of the violation and fines" 5002 v5 mFroK`munrr"e°�`�urroe 4 �.". Mes�Toneonimisse°rcec","'•sn rrsw Dewen.E1 racz HiA.TH sEnmcEs i ! Food Establishment Inspection Report Suffolk County Department of Health Services 360 Yaphank Avenue Suite 2A Page 1 of 1 Yaphank,NY 11980 Date: 06/18!2020 631-852-5998+ , www suffolkcountyny.goviheaith ;r i Establishment Name Establishment Address citylstate Zap Code7184 qseats ORIENT BY TME SEA RESTAURANT 40200 MAIN RD ORIENT,NY 11957 Facility ID# Permit Holder FA0004128 Purpose of Inspection Inspection R MGH ENT.INC. Premise/Facility Inspection Satisfactory Owner Owner Address Perm$Restrictions MGH ENT.INC. PO BOX 333, ORIENT NY 11957 R -- Inspe+tion Violations Comply By Date No violations cited. I , i —Overall lnapection Comments Re:Pre-operational Inspection Establishment is built in accordance with approved plans and may open when ready. f , I . { I 1 EE0000529-Nadine Roe "The items noted above are violations of applicable taws,rules and regulations found during an inspection of the operation of the facilities in this establishment which must be corrected as indicated;Failure to comply may result in the initiation of legal action against this establishment as provided for in Articles 2 and 13 of the Suffolk County Sanitary Code including a hearing,possible suspension of your food operation,and/or the publication of the violation and fines" 1 ' 5902 vs — - STEVEN GELLONE �„ C.REGSON N.PIGOIT MO,MPII SUFFOLK COUNTY MCUTNE Col"IMS10NER SUFFOLK COUNT! OEPARMTENTOF HEALTH SERVICES _ - ;,,. 'k �" I 1 �,^1�_ �- 4 �`� . �� \ �� _�` �. _ - . � \� t _.. ��----"-�"- .----- s; �`�-- �-''�'- a..�+ - _ ---- - •may'" � ''� i' �' --' - � � - ` ro��"i .-+ i �_ LRHITECT MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933 e Cutchogue, NY 11935 631 734.4185 1 www.mksarchitect.com June 16,2020 Southold Town Building Department 54375 Main Road ,JUN 1 7 Southold,New York 11971 2020 Re: 40200 Main LLC 40200 Main Road Orient,New York To whom it may concern, I have been on site during the construction process to review the framing,rough plumbing and insulation at the referenced site. To the best of my knowledge,the framing,rough plumbing with pressure test and the insulation installations have been completed as per permit plan requirements and meet or exceed Southold Town and New York State Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz AIA Membet Amet°scar ittst!tute c,i?rcl2ti t?iire •FOUNDATION • • • COMMENTS ._, ---------------------- FOUNDATION 4 ROUGH FRAMING& lit • ING • _ • 1 � ��l '1,_ r ' FPO! _ ,. ��• �� M . ,�. � � '��'��_:.,._ ► til- i j'1 ut ��4 Mir ', M. 1 ► v�. • ; ADDITIONAL . _- - i . I!-!Willi Jv, rt�l �' I �r •�' i / I nil W,SILP . - + Q I �. 'Y,> C',� "�� "i`.._ ��`_�• srvti C -�— :1 �:., � � ��_ .�,, i�t r 11 tt ; .i,�li� OW=, /1 /1/i / • I i /I /iou . r i ' �1 I: .i 1 , �, „� - �� ► _ i l TOWNi0F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 4q;- Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 6 �, r••, �,Fe�'� 1 y�� Flood Permit Examined 0 Single&Separate Truss Identification Form AUG 2 0 20191 Storm-Water Assessment Form Co tact: n Approved 4L ,20 � ,�; Sub cKvision1N/A Filed Map No. N/A Lot N/A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Restaurant, Marina, Boat Ramp,Accessory Structure to the Marina use b. Intended use and occupancy Unchanged, same as existing 3. Nature of work(check which applicable):New Building Addition Alteration Repair -/ Removal Demolition Other Work (Description) 4. Estimated Cost_ ,300,00-0.O'D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A, If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Marina Use=entire site Restaurant Use= 3131 sq. ft structure size+2488 sq. ft restaurant decking use+320 sq ft. restaurant office use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 181 348 1126' average depth 9. Size of lot: Front Rear Depth 10. Date of Purchase 04/16/2019 Name of Former Owner MGH Enterprises, Inc. 11. Zone or use district in which premises are situated Marine II 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be �rernwed from Premises? YES NO c o RW Manageme t,L 40200 Main LLC 712 Fifth Ave,30 FloorNew 14.Names of Owner of premises AddressYork,NY 10019 Phone No. 212-920-3131 28495 Main Road,Pu Sox 93 Name of Architect Mark Schwartz&Associates Address r.ijtrhngijP NY 110r, hone NO 631-734-4185 Name of Contractor Seascape Partners Address 670 Montauk Highway Phone No. 631-237-1130 ater Mi I,NY 11976 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFWAN 40200 Main LLC (Marc Rowan, Manager) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Owner, Manager of the LLC (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perforin 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. BIANCA J RENSNER Notary Public,State of New York Swo n o before me thi No.01 RE6354084 y Qualified in New Y k County da of '� 20� Commission Ex ary 6,2021 Notary Public tgnature of pplicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971A"r,�(m 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 /� Survey Southoldtownny.gov PERMIT NO. 4s 0 1 q eOU Check Septic Form NYSDEC Trustees C 0 Application Flood Permit Examined_ 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to Disapproved a/c Phone Expiration '20 \1 ��(.O Building Inspector I '� APPLICATION FOR BUILDING PERMIT M A R 1 1 2020 INSTRUCTIONS Date 02 ItCkD 1 a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofpl`ans,Accurate plot-plan to scale.Fee according to schedule Plot plan showing location of lot and of buildings on prenuses,relationship to adjoining premises or public streets or meas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for thg,coilstruction of buildings,additions,or alterations or for removal or demolit' n as herem described.The applicant.agiees to comply witli�all applicable laws,ordinances,building code,housing code, regulations,and to admit " ,authorized;inspodtorst6rl premises and in building for necessary inspections - ` MAR 11 2020 - (Signature of appl Nant or name,if a corporation) 1149 Old Country Road Suite D5 Riverhead,NY 11901 (Mailing address of applicant) r - 'r` r^ _ - State whettiei applicant'is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Fire Alarm Installer Name of owner of premises 40200 MAIN LLC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No.12000022174 1. Location of land on which proposed work will be done: 40200 Main Rd,Orient,NY 11957 House Number Street Hamlet County Tax Map No. 1000 Section Block 0�� Lot / 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 Restaurant b. Intended use and occupancy Restaurant 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work New Fire Alarm system (Description) 4. Estimated Cost Fee $250 00 (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. commerciauResmarant 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Thomas santacroce being duly swom,deposes and says that(s)he i t1 t (Name of individual signing contract)above named, CO NIE 6.m Notary Public,State of New York (S)He is the President of Lighthouse security No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc) Qualified n-Suffolk Commission Expires April 14,2-V-& of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this i J-:M day ofp 20 Notary Public Signature o pplicant �';:;`ii+>`4•�'r�' ti=. x:- _`li�� C• ;'_.,i*.ti. i:�,` :_• •,.%(,+ ¢r'S' ; ' .';`:-f+?;'r'..i4,,.:� ',�.' _ �' .. :r°• '4 •>`` � 1(t ::. ,w--�.,,, il iY✓`�'r. L5 !!�-^--�._'^i'�! v.g:. , f5� - ' r'•�ii'��., h' _.,�� - ,f�,� '�-. r ^;y=-'- �'+�u .vim�`�;1�" U �+=-`"-•�-�.:a,a�.`� u�%�--.—t'''om•j"(� `a'' •4' :/'g,;�-;��;.---�;�'si1 !f " �4 SY ��,>"� � "� ,i i ,;,t, �t'wwti``.i v ,; ,y't •� ,tas(tl '' ., ��`�""w�1 C>"`w%'' .,,w��,o' ""u.i`•�;,,T, i, '"�!a = v- z s ,• f e V5 ?r_%�S='^'sx•n'r*&:: - �:r-: -+am =�°'.-t�'4'...?.�.c car. n� - 7 dly—...L+�"�/d!x:...T,'.,c_ })� t I BOARD OF SOUTHOLD TOWN TRUSTEESi SOUTHOLD,NEW YORK PERMIT NO.0550 DATE: '-SEPTEMBER 18,'2019 > ISSUED TO: ;4020011IN';,LLC,(ORIENT-''I3Y_'I'FIE:S3EA1',c%oi1tW1V: ANAGEIVNT, PROPERTY ADDRESS: ;402, 00ROUTE M5 _ORIENT SCTM#1000-15-9-8.1 - AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18, 2019, ' r 6 and in consideration of application fee in the sum of 250.00 aid b 40200 Main, LLC and subject to the x: � PP P Y J Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits G, 3 I ` f the following: ^; r� Wetland Permit for exterior renovation of the existing restaurant structure that consists of new windows and doors, '` i .' t removing windows,installing windows in new locations,installing doors in new locations;closing window and door openings;repair the roof as necessary; repair and replace the existing siding as necessary;install gutters to leaders to drywelis for roof runoff; remove and replace the existing southern deck in-kind and in-place at 1,418sq.ft.with a small raised section at 161sq.ft.near the restaurant;remove and replace and elevate the existing eastern deck section in-kind and within the existing foot print at 1,093sq.ft.;reconstruct an existing exterior bar in-kind and in-place i - within the eastern deck footprint; remove the existing north entrance ramp at 30Ssq.ft.and construct a new entrance j S,f;3 f ramp in same location at 197sq.ft.; remove a south access ramp at 58sq.ft.and construct access steps at 19.8sq.ft.; construct new access stairs for decking at 20.6sq.ft.,new 45.6sq.ft.exit stair and landing;a new fuel area stair at 26.4sq.ft.;remove existing 1,000 gal.fuel tank and surrounding fence and install new duel fuel tank at 4,000 gallons for diesel and gasoline,and install a 614all 55'linear foot long surrounding stockade fence;Permanent removal of in-ground 4,000 gal.fuel tank; upgrade,repair or replace existing sidewalks surrounding restaurant;all restaurant f• . work to be conducted from the landward side;and a debris boom will be installed and maintained during tiy•''_ •t ,;" - `� � construction in the water surrounding the restaurant area in order to contain potential fly-away debris;and as depicted on the site plan prepared by Mark Schwartz&Associates,dated September 11,2019,and stamped approved on September 18,2019;survey prepared by George Walbridge Surveyors,P.C.,last dated August 2,2019, s`; and stamped approved on September 18,2019;and site plan prepared by S.L.Maresca Associates,dated July 24, 2019,and stamped approved on September 18,2019. IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed, € 'f' _s r and these presents to be subscribed by a majority of the said Board as of the 18th day of September,2019: 49I t ;ilia�! - - 7 - - -_ '};y ,•,,�, ire- .21 �" �4�1 ,! 1 ft� t�1•J;i -�-•,�'�, � --_._ :s�,,� - •-:sax_w._ - ._�,�sr_,' ��^" _'�['':�.,._�� _.... z_ -,<.�._ .;..-.-Y._..v�..",.'�',J . ��-;, `t �ts� ~'-a-��.�'�-''�G-1/'�C�?"/',, •.s�_:�%_��,.—v,a•. r c.�,;•-"s��+�,r{%�^1�T �5l=�.,` -""C:a'�'��_'- ��.C;:1 Y•=.'�� '�'_"'r•",�fiyi"f��"" j b 1 y �f�` � �~i-�'yy) :rr:,r9`�';7Yt-�� •,r'��'��y •.y`n�;•'.�}�•�`"r:`it�".� �"Ih4 '.�� ,_'rr f '�-3�1,�, „,J{,('j�'> "��i�l�h,`•{,,C'c{�.;; / 1 7. �` y,�.•y��+•.^•-'�! J��e a t 11 '`��3,.��.,lla��i 4�.. L,(r .1�^~f •1�',�`, _ �'L: . ' :�",r� l��n�'"�`�kk=..�i,n 1l° ..e,��:'`, y ��) - s y �.:�•_��:i 31 1 fr .x -.�;^.- !4••r-.,-.�--=. �`^=` r' Y p,� .L� kms, .,r+,.ln•�� • ...:5�itT:�,• .,�,ffl fic;,;: �"'�."'.ti•;?;rt tu„'`>""'' .P� �;., jai h _ .t��:�a `�� , ,•,r��7,°"' `.} ---v, r !..�,f 5- _, r-t - r-/ s,>;t�lr.,:• .�T �• '•iS:`!.'7,,�2C• ,f 1.,, X71_• ,' Glenn Goldsmith, President QF S1110 Town Hall Annex Michael J.Domino,Vice-President ,`O ®�� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III l Southold,New'Vork 11 A.Nicholas Krupski G Q Telephone (631) 765-18 Greg Williams �� Fax(631) 765-6641 1 BOARD OF TOWN TRUSTEES JAN 22 2020 TOWN OF SOUTHOLD January 16, 2020 ; Lisa Poyer Inter-Science Research Associates, Inc. P. O. Box 1201 Southampton, NY, 11969 RE: 40200'MAIN LLC (ORIENT BY THE SEA), c/o RWN MANAGEMENT, LLC 40200 ROUTE 25, ORIENT SCTM#: 1000-15-9-8.1 Dear Ms. Poyer: The following action was taken by the,Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 15, 2020. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9550 to remove, replace and elevate 1247sq.ft. of southern deck for a total area of 1477sq.ft. (in lieu of previously approved 141 8sq.ft.deck); install an above ground duel fuel tank at 4,000 gallons diesel and 1,000 gallons gasoline (in lieu of previously approved 4,000 gallon for diesel and gasoline); demolish 186.6sq.ft. of first floor area and 320sq.ft. of second floor area on east side of restaurant and install 186.6sq.ft. of new decking; and as depicted on the site plan prepared by Mark Schwartz&Associates, dated November 22, 2019, and stamped approved on January 15, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, G enn Goldsmith President, Board of Trustees GG/dd i i Glenn Goldsmith,President �y:{.��Q soU� '>.� Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 1 John M.Brcdemeyer III Southold,New York-11971 A.Nicholas Krups]si t� Telephone(631)765-1892 Greg Williams � ►� �ii' Fax(631)765-6641 OU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1712C Date: June 18,2020 THiS CERTIFIES that the exterior renovation of the existing rcataurint structure that consists of new windows and doors removing windows installing ujTidows in new locations installing doors in new lomtlons•closing window and door openings:repair the roof as nccesr••repair and DWInce the existing sidin as necessary:install gutters to leaders to drywdls for roofrunoff,remove replace and clevatc 1247sg R of tate ceisting southern deck fora total area of W?ho.ft.•remove and replace 1 and elevate the existing ea_stem deck section in-kind and within the existing foot pmt at 1 093sq ft•reconstruct an existinv exterior liar in-kind and in-place within the eastern deck footprint;remove the existing north entrance ramp at 305N.ft.and csnsmuct a nc v entrance ramp in same Ipcation at 197stiR•remove a south access ramp at 58so ti and conttrucl access steps at 19 8s(iR construct new access stairs Cor decking at 20 6sg ft new 45 Esq ft exit stair and landing•a new fuel area stair at af,ago ft remove existing 1,000 gal fuel tank and surrounding fence and install an above ground duel fuel tank at 4.000 eallons for diesel and 1,000 for gasoline and inttall a 6'tall 55'linear foot lonesurrounding stockade tepee•demolish 186.6sg.f1 of first floor arca and 320-sq ft of second floor area on east side of restaurant and install 186eq.ft.of new decking:permancnt Omov al of in ground 4,000 gal ftiel tank:upgrade repair or replace existing sidewalks surrounding restaurant-all restaurant 1 work to be conducted from the landward side:and n debris boom will be installed and maintained during construction in the water surroundingthe restaurant arca in order to contain potential fav-away debris; At 40200 Route 25.Orient Suffolk County Tax Map#1000-15-9-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5.2019 pursuant to which Trustees Wetland Permit#9550 Dated $egtember 18.2019,was issued and Amended on January 15,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the exterior renovation of the existing nstnurant structure that consists new Nkindows and doorc removing windows installing windows in new locations installing doors in new locations:closing i window and door openings•ren?ir the root•as necessary repair and replace the existing siding as nce sarw install gutters to leaders to do wells for roof runoff,rcntovc replace and elevate 1 a47sg ft of the existing southern deck flor n total arca of 1477sq ft remove and replace and elevate the cxis►in$eastern deck section in-hind and within lite existing foot Print at 1,093N R•reconstruct an existfn exterior bar in-kind and in-Place within the eastern deck footprint:remove the existing north entrance ram at 305sa.f.pud constrict a new entrance ramp in same location at 197sg.ft.;remove a south access ramp at i8sq fl and construct access steps at 19 8stl ft•construct new access stairs for decking it 20 6so ft. new 45.6§.q.A.exit stair and lap ins:a new fucl area stair at? .4s .11•rem ve existing 1 000 al.fuel to •and surroundin ti fence a install an above arou d educt fuel tank at 4.000 gallons for diesel and 1.000 for gasoline an install n 6'tall 55'linear foot long surrounding stockntle fence,•demolish 186 6sa fl of first floor arca and 320sa ft.of second floor area on cast side of restaurant and install 186sq 11._of ieew decking;permanent removal of in ground 4,000 gal fuel lank:uogn a repair or replace existing sidewalks$urraundrng restaurant•all restaurant wort;to be conducted from the landward side.and a debris boom will he installed and maintained during construction in the cater surrounding the restaurant area in order to contain potential fly-away debris: The certificate is issued to 40200 Main LLC owner of the aforesaid property. Author " i tt APPLICATION e ° f nGL- I of a TOWN OF SOUTHOLD FLOODPLAiN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. SECTION I: GIN l! PROVISIONS (APPLIC;ANT to read and t n 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is rc-issued. d. Development shall not he used or o=picd until a Ccrtifieite of CotnpUaucc is icsucd. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to rhr.Local Admtnutrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT.CERTIFY THAT ALL STATEMENTS HEREIN AND IN ANDA CHMENTS TO THIS APPLICATION ARF TO THE BEST OF M DGETRUE (APPLICANT'S SfC*, ATURE) DAI'>= !�• '�� SEEgTION z: PROPQSED QM1,OPMENi (fb be completed 1)v APPLICA1\M- NA E ADDRESS �PL[CANT C RLay 2 �L lu- my I 670 /' 4* L c�,.1[�a LtF- Mar--K A T�c ,. � � N P, !21 CT LOCAT - To avoid delay in processing the application, please provide enou-6 information to easily identify the project [exatloa. Provide the secret address, Tot number or legal description (attach) and. outside rbbanoa showing distance to the nearest intersecting road or well Laacimark A sketch attached to this app the project location would be helpful. 2 � .ZS (1 a O - FDP(93) APPLICATION PAGE 3 OF a SR SECTION 4. ADDITIONAL INFOMATION REQUIRED (T) he completed by LOCAL ADMINISTRATOR} The applicant must submu the documents checked below before the appUcaLion can be processed• ❑ A sttc plan showing the location of all costing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and spcci ications,including wbere applicable:details for anchoring structures, proposed elevation of lowest floor(iacludi-ng basement), types of water resistant materials used below the first floor,details of floodprooFtng of utilities located below the first floor and details of enclosures below the First floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, ''Whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofiing protection level (non-residential only) Ft.'NGVD (MSL). For �r floMIii-oofed structures, applicant must attach certification from registered engmecr or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the loo-yeas flood. A copy of all data and calculations supporting-�t.his finding must also be submitted. 0 Other: SEM-ON-5: PERMIT DETERMINATI N e corn leted hy LOCAL ADMIN[ RAT R I have determined that the proposed activity. A. 13 Is B. O Is not in conformance with provisions of Local Law # . 19 The permit is issued subject to ilii conditions attached to and made pant of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. p Applicant may If BOX 8 is checked, the Local Admirustrator will provide a written summ of deficiencies. revise and resubmit an appficalion to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION a _ PAGE 4OF4 _ APPEALS Appealed to Board of Appeals') ❑ Yes ❑ No Hcaruig date- Appeals Board Decision --- Approvcdl ❑ Yes ❑ No Conditions SECTION G AS BUILT ELEVATIONS (To be suburimcd by kPPLICANT before Certificate_of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application) Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in oastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .c: ,SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure cotnpUaace with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES 13 NO DATE BY DEFICIENCIES? 0 YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be cQmplctcd by LOCAL ADi14iNISTRATORI Certificate of Compliance issued: DATE BY: APPLICATION a _ PAGE4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hcartng date" Appeals Board Dccisio❑ --- Approvcdl ❑ Yes ❑ No Coudition5 _ SECTION G AS BUILT ELEVATIONS (To be submitted by APPLICA-NT before Certificate of Compliance is issued The following information must be provided for project structures" This section must be completed by a registered professional cn&ccr or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1_ Actual (As-Built) Elevation of the top of the lowest floor, including basetaent(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. •¢ni ECTION 7: COMPLIANCE ACTION o be completed bv_LOC&L ADMINI TRAT R The LOCAL ADMINISTRATOR will complete this section as applicable based on inspectio❑ of the project to etuure compliance with the communiWs local law for flood damage prevention. INSPP-CTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? 0 YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION ERTIFI ATE QF QOMPLIANCE c c m lctcd AL DNIINI RAT R Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCA-. ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19____, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) i NATIONAL FLOOD INSURANCR PROGRAM F .ELEVATION CERTIFICATE AND INSTRUCTIONS 2019 EDITION i OMB No.1660-0008 Expiration Date:November 30,2022 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for!reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW,Washington,DC 20742,Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed form to this address. Privacy Act Statement Authority:Title 44 CFR§61.7 and 61.8. i Principal Purpose(s):This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974; as amended. This includes using this information as necessary and authorized by the routine uses published In DHS/ FEMA-0b3—National Flood Insurance Program Files System or Records Notice 73 Fed.Reg.77747(December 19,2008);DHS/ FEMA/NFIP/LOMA-1—National Flood Insurance Program(NFIP)Letter of Map Amendment(LOMA)System of Records Notice 71 Fed.Reg.7990(February 15,2006);and upon written request,written consent,by agreement,or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may result in'the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher piemium rates for flood insurance.Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to determine the proper insurance premium rate, and to support a request for a Letter of Map Amendment(LOMA)or Letter of Map Revision based on fill(LOMR-F). The Elevation Certificate is required in order to properly rate Post-FIRM buildings,which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones Al—A30,AE,AH,A(with BFE), VE,V1—V30, V (with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,and AR/AO.The Elevation Certificate is not required for Pre-FIRM buildings unless the building is being rated under the optional Post-FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses.One such requirement is for the community to obtain the elevation of the lowest floor(including basement) of all new and substantially improved buildings, and maintain a record of such information_The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However, the lending Institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA or LOMR-F request.Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 package,whichever is appropriate. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP, non- residential buildings can be floodproafed up to or above the Base Flood Elevation(BFE).A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE. Floodprooliing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin:Elevation Certificate, available an FEMA's website at hhtps:/_/www.fema.qov/media-librp-n6tg,ssetstdocuments/3539?id=1727. FEMA Form 086-0-33(12119) Replaces all previous editions. F-053 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)Insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: 40200 Main LLC(Restaurant) A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 40200 Main Road City State ZIP Code Orient New York 11957 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) SCTM#:11000-015-09-8.1 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Non-Residential A5. Latitude/Longitude: Lat.41°09'13.6"North Long.072°14'39.5"West Horizontal Datum: ❑ NAD 192 ®NAD 1983 i A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawispace or enclosure(s): a) SqI uare footage of crawispace or enclosure(s) 3168 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes ® No A9.For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 I c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ® No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Town Of Southold Suffolk New York B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 36103C008B H 09/25/2009 09/25/2009 AE 9 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ® FIRM ❑Community Determined ❑Other/Source: B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 1312. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ® No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 i ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 40200 Main Road Oily State ZIP Code Company NAIC Number Orient New York 11957 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/A1—A30,AR/AH,ARIAO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: NYPE Montauk Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other/Source: Datum'used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.6 ® feet ❑ meters b) Top of the next higher floor 8.5 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ® feet ❑meters d) Attached garage(top of slab) NIA ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 5.4 ® feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 5.7 ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.3 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 5.7 ® feet E] meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized'by law to certify elevation information. I certify that1he Information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by rine or imprisonment under 18 U.S.Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments. I Certifier's Name License Number Daniel A.Weaver,LS 050771 P-(E F Title �USTIN l-'\ Land Surveyor C G Company Name r George Walbridge Surveyors,PC Address 300 Pantigo Place,Suite 116 'L�(�^ SO 0 771 City State ZIP Code O 4A Np Svc East Hampton New York 11937 Signatur Date Telephone Ext. 06/18/2020 631-324-0412 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) C2.e)Fuel tank in crawl Space FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 i ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. INSU Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and BJNo. Polcy NumbNCE COMPANY USE ZIP CodeCompany MAIC Number SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,Band C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only, enter meter;. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet 17 meters b) Top'of bottom floor(including basement, ❑above or ❑below the HAG. crawlspace,or enclosure)is El feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 i i r ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date:November 30,2022 r ORTANT:In these spaces,copy the corresponding information from Section A.ilding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy NumFOR berNCE COMPANY USE y State ZIP Code Company MAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) i The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,�B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ Tlie information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zane A(without a FEMA-issued or community-issued BFE) or Zone AO. i G3. ❑ Ttie following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Comminity's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) J ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 40200 Main Road -- City State -- ZIP Code Company NAIC Number Orient New York 11957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View", and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. Phot One Photo One Caption East f z _ PnoW Two Photo Two Caption North -- FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHSContinuation Pae OMB No. 1660-0008 g Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A FOR INSURANCE COMPANY USE Building Street Address (including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 40200 Main Road Orient State ZIP Code Company NAIC Number New York 11957 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. r 4_ ,. ' IL I Photo Three Caption West Pholo Thr" 2 'x Drab Fov Photo Four Caption South FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 6 of 6 'RrHTECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitect.com October 03,2019 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: 40200 Main,LLC 40200 Main Road Orient,New York To whom it may concern, We have submitted full permit sets of plans for Building department review. The submitted plans define a project that is not a substantial improvement and the project will provide 20% of the new construction cost to be applied to accessibility. Please call this office with any questions you may have. Sincerely, F 4 Mark Schwartz m= AIA Member American Institute of Architecture r C ITEuT 0 MARK SCHWARTZ &ASSOCIATES 28495 Ndain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com January 24,2020 j Southold Town Building Department JAN 2 7 2020 54375 Main Road Southold,New York 11971 Re: 40200 Main LLC 40200 Main Road Orient,New York To whom it may concern, The Depreciated Replacement Cost Appraisal for the existing building at 40200 Main Road in Orient, prepared by Robert Lamar Stack has been submitted previously. Attached are the cost analyses for the Phase 1 and proposed construction prepared by Seascape Partners Construction Management. The Depreciated Cost Approach Estimate is$2,270,000. The Construction Cost Estimate is a total of$ 847,400. The 20% ANSI/ICC (noted as ADA in Seascape cost analysis)requirement is also calculated, the construction cost estimate for the ANSI/ICC compliance is$190,550. The proposed total work and improvements will conform to a non-substantial improvement as per the New York State Code and FEMA regulations. The total estimated cost of the entire project including the 20% ANSI/ICC compliance is$1,037,950. Please call this office with any questions you may have. Sincerely, Mark Schwartz AD AIA MemLcr Amencmi Institute of Architecture r ,Seascape Partners=Construction-Management: 670 Montauk Hwy Water Mi11-IVew York = = 40200 Main LLC 12/1/2019 Cost Analysis Version 5.1 A Costs per Phase One"r hiterior Renovations" - _ 1 General Materials-Overall $ 64,200 2 (2)Two Bathrooms -Tile,stone,vanities, mirrors $ 16,500 31 Framing $ 32,000 4 HVAC $ 41,000 5 Plumbing $ 18,740 6 Electric $ 37,700 7 Alarm $ 12,100 8 Sprinkler System&Well $ 45,410 9 Insulation $ 3,600 10 Sheetrock $ 9,600 11 Interior Trim $ 38,000 12 Painting $ 16,000 13 Flooring $ 14,000 14 Cabinetry $ 12,000 15 Sub Total(A) $ 360,850 B - Pr'oposed Kitchen 16 General Materials-Overall $ 9,650 17 Framing-Other $ 7,250 18 Plumbing $ 12,000 19 Electric $ 14,700 20 Sheetrock $ 3,800 21 Tile Floors $ 6,800 22 Painting $ 4,700 23 Sub Total(B) $ 58,900 C-_ iterio-r Work to the Structure. , 24 General Materials-Overall $ 96,400 25 Doors&Windows $ 109,000 26 Framing-Other $ 41,000 27 Electric $ 18,300 28 Masonry $ 12,400 29 Steel $ 41,275 c "t t 30 Siding& Roof repairs $ 21,800 31 Exterior Trim $ 14,7,00 32 Painting $ 16,500 33 General Conditions $ 10,000 34 Sub Total(C) $ 381,375 D Decking Work 35 Decking South Elevation $ 46,275 36 Sub Total(D) $ 46,275 E' ADA Required Costs - 37 (2)ADA Bathrooms Framing, Plumb,Tile,Stone,Stalls $ 34,150 38 Framing-ADA Level Floors,Widen Hall $ 48,500 39 Exterior Doors(2) (ADA) $ 11,200 40 Finishes- Hardware(ADA) $ 8,600 41 Decking Work East Elevation General Materials-(ADA) $ 22,000 42 Deck Framing East Elevation(ADA) $ 12,200 43 Decking&Rails East Elevation (ADA) $ 49,500 44 Ramp- North Side (ADA) $ 4,400 45 Sub Total(E) $ 190,550 46 Total Construction Cost $ 847,400 47 Total ADA Construction Costs $ 190,550 50 Percentage of ADA Requirements to Construction Cost 22.U% f A � Seascape Partners-Construction_Mariagement" - - 670 Montauk Hwy-Water MiII-NeW.York; 40200 Main LLC 12/1/2019 Cost Analysis Version 5.1 A Costs per Phase One"-Interior Renovations - 1 General Materials-Overall $ 64,200 2 (2)Two Bathrooms -Tile,stone,vanities, mirrors $ -16,500 3 Framing $ 32,000 4 HVAC $ 41,000 5 Plumbing $ 18,740 6 Electric $ 37,700 7 Alarm $ 12,100 8 Sprinkler System&Well $ 45,410 9 Insulation $ 3,600 10 Sheetrock $ 9,600 11 Interior Trim $ 38,000 12 Painting $ 16,000 13 Flooring $ 14,000 14 Cabinetry $ 12,000 15 Sub Total(A) $ 360,850 By Proposed Kitchen 16 General Materials-Overall $ 9,650' 17 Framing-Other $ 7,250 18 Plumbing $ 12,000 19 Electric $ 14,700 20 Sheetrock $ 3,800 21 Tile Floors $ 6,800 22 Painting $ 4,700 23 Sub Total(B) $ 58,900 C"' Exterior Work to.the Structure' _ 24 General Materials-Overall $ 96,400 25 Doors&Windows $ 109,000 26 Framing-Other $ 41,000 27 Electric $ 18,300 281 Masonry $ 12,400 29 Steel $ 41,275 30 Siding& Roof repairs $ 21,800 31 Exterior Trim $ 14,700 32 Painting $ 16,500 33 General Conditions $ 10,000 34 Sub Total(C) $ 381,375 D Decking Work. 35 pecking South Elevation $ 46,275 36 Sub Total(D) $ 46,275 E ADA Required Costs— ,37 osts 37 (2)ADA Bathrooms Framing, Plumb,Tile,Stone,Stalls $ 34,150 38 Framing-ADA Level Floors,Widen Hall $ 48,500 39 Exterior Doors(2) (ADA) $ 11,200 40 Finishes-Hardware(ADA) $ 8,600 41 Decking Work East Elevation General Materials-(ADA) $ 22,000 42 Deck Framing East Elevation(ADA) $ 12,200 43 Decking& Rails East Elevation (ADA) $ 49,500 44 Ramp-North Side (ADA) $ 4,400 • 45 Sub Total(E) $ 190,550 46 Total Construction Cost $ 847,400 47 Total ADA Construction Costs $ 190,550 50 Percentage of ADA Requirements to Construction Cost 22.49% DEPRECIATED REPLACEMENT COST NEW APPRAISAL NET OF UNDERLYING LAND VALUE OF ORIENT BY THE SEA 40200 MAIN ROAD DISTRICT 1000, SECTION 15, BLOCK 9, LOT 8.001 ORIENT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, STATE OF NEW YORK SUBMITTED TO HON. EDWARD D. BURKE, SR. BURKE & SULLIVAN, PLLC 41 MEETING HOUSE LANE SOUTHAMPTON, NEW YORK 11968 EFFECTIVE DATE OF VALUE JANUARY 17, 2020 • R Robert Lamar Stack,MAI,FRICS Long Island Office 9 East 40`'Street,9`1 Floor P.O. Box 36 New York,New York Ocean Beach,New York 11770 Phone:201-390-0699 Fax: 646-3493680 E-Mail: rlstack88@gmail.com January 27,2020 Hon. Edward D. Burke,Sr. Burke & Sullivan,PLLC 41 Meeting House Lane Southampton,New York 11968 Re: Depreciated Replacement Cost New Appraisal of A 3,352 sq. ft. Restaurant 40200 Main Road District 1000, Section 15,Block 9,Lot 8.001 Orient,Town of Southold, Suffolk County, State of New York 11954 Dear Honorable Judge Burke: In accordance with your request, I have revised my previously submitted depreciated replacement cost new appraisal of the referenced improvements, hereinafter referred to as the subject. As per your instructions and to be in compliance with the Substantial Improvement/Substantial Damage Desk Reference FEMA P-758/May 2010. This appraisal is "net' of the underlying land value and is an appraisal only of the depreciated improvements. This supplement to the original report has been prepared in accordance with the Uniform Standards of Professional Appraisal Practice (USPAP) and the Code of Ethics of the Appraisal Institute. Extraordinary Assumptions: The subject is only the depreciated improvements described herein and as noted is "net' of land value. There were no sales of "buildings" only in the market area which in this case is considered to be Suffolk County, New York for comparison negating the utilization of the Sales Comparison Approach. Furthermore, it was not possible to develop comparable market rents for comparison. As such, it was not possible to develop an opinion of Market Value via the Income Capitalization Approach. Therefore, the Depreciated Replacement Cost is considered to be equal to and synonymous with Market Value. By reference, all relevant data from the prior report is included in this supplemental report. This revised report takes into account changes to the building envelope. These changes include removal of a 2°d floor storage room and cupola. The subject property upon completion will be a 1-story, 2,949fsq. ft. restaurant structure located at 40200 Main Road, Orient and is one of the primary buildings in a larger parent 90-slip marina and restaurant development. The parent development is identified on the Suffolk County Property Tax Roll As: District 1000, Section 15, Block 9, Lot 8.001 and is commonly known as 40200 Main Road, Orient, Town of Southold, Suffolk County,New York. Hon. Edward D. Burke, Sr., Esq. Public records indicate that owner of the subject is 40200 Main, LLC which purchased the property (land and improvements) on April 16, 2019 for$3,900,000. The purpose of this appraisal is to render an opinion of the Market Value as of a current date. The effective date of value is January 17, 2020. The depreciated replacement value and Market Value developed herein is subject to the Definitions of Market Value and Replacement Cost and the Assumptions and Limiting Conditions which are set forth in the addenda of this appraisal. This supplemental report sets forth all available data and methodology utilized in arriving at my Opinion of Market Value and should be read in its entirety. The property rights appraised are the fee simple interest in the subject 1-story restaurant structure. The property was inspected on January 17, 2020 by Robert Lamar Stack for this revised report. The information provided was not audited or certified, however, since we have no reason to suspect the accuracy of the information provided, it was utilized for the valuation of the property. Should the information above prove to be unreliable, my opinion of value would be subject to change. The analyses, opinions and conclusions were developed based on, and the prior report and this report have been prepared in conformance with, our interpretation of the guidelines and recommendations set forth in the Uniform Standards of Professional Appraisal Practice (USPAP), the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute and the Royal Institution of Chartered Surveyors. The report is in compliance with all applicable federal and state regulations and/or guidelines as well as standards set forth in OCC Regulation 12 CFR Part 34.44 and the Uniform Standards of Professional Practice. It also in conformity with the Financial Institutions Reform and Recovery Act of 1989 (FIRREA)and Title XI regulation. The undersigned does hereby certify that to the best of his knowledge and belief, the statements contained in this appraisal are correct, subject to the limiting conditions set forth. Employment in and compensation for completing this report are in no way contingent upon the value reported, and I certify that have no financial interest in the subject property. In addition, this appraisal was not based on a requested minimum valuation, a specific valuation or the approval of a loan. 2 Hon. Edward D. Burke, Sr., Esq. In developing an opinion of value, all factors and assumptions developed in preparing this revised report have been considered. On the basis of these factors it is my opinion that the Market Value and the depreciated replacement cost new of the subject property (net of land value) as of January 17, 2020 was: TWO MILLION TWO HUNDRED SEVENTY THOUSAND DOLLARS $2,270,000 Robert Lamar Stack, MAI,FRICS Principal State Certified-General Real Estate Appraiser New York License No.: RG 46000040778 2 D VALUATION �lrll �� ■ i Subject 10 doft*OMAIMt "lir V 2"' Floor Storage(prior to removal) VALUATION z, Subject 111 Floor After removal of 2°d Floor and Cupola Structure 4 VALUATION CERTIFICATION I (we)certify to the best of my knowledge and belief: The statements of facts contained in this report are true and correct. The reported analyses, opinions, and calculations are limited only by the reported assumptions and limiting conditions,and is our personal, unbiased professional analyses, opinions,and conclusions. I (we) have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. I (we) have previously appraised the subject property within the three-year period immediately preceding acceptance of this assignment. The compensation is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of the client,the amount of value,the attainment of a stipulated result,or the occurrence of a subsequent event. This appraisal assignment was not based on a requested minimum valuation, a specific valuation,or the approval of a loan. Within the prior three years, other than the current appraisal assignment, I (we) have not performed or provided any other professional services pertaining to the subject property, in any other capacity, nor are I (we) presently involved with the management, leasing, disposition, or any service regarding the subject property. The analysis, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Financial Institutions Reform and Recovery Act (FIRREA), Uniform Standards of Professional Appraisal Practice, and the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. The appraiser(s)certifies that he has the knowledge and experience to complete the assignment competently. The property was inspected by Robert Lamar Stack,MAI,FRICS. The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. The Appraisal Institute conducts a voluntary program of continuing education for its designated members. MAI's who meet the minimum standards of this program are awarded periodic educational certification. As of the date of this report, Robert Lamar Stack, MAI, FRICS has completed the requirements of the continuing education program of the Appraisal Institute and is certified for practice in the State of New York. Respectfully submitted, �490M—,X — Robert Lamar Stack,MAI, FRICS Principal State Certified-General Real Estate Appraiser New York License No.: RG 46000040778 5 • L VALUATION --- – � awl _.C(.., - '� ji. 1111i. � a'1' _ _.:'-','..--__ _ sz-:i• - ..: ^ :9:sca.! . m i,! GBI M-7 V�1�iK:TED f.OR�l1 Rf\'AT�C:N r i I I P �ist�,taC✓1+�JRT;�k'•EYnS�aN U - -_=_ _ __ - _ - -- - -- 1-7 � �•rrcr:.:-,-f:=I?r9H%:-'—=--r—t' _ - tom/ f� FW o; ,S I I - HIM -oa. 0� n. , g ififT�•vx*+s rH F E neon 6 . . 7 . . VALUATION t 9 -Tt e � t - PROFCM FtOM PLAN - - - VALUATION DEPRECIATED REPLACEMENT COST NEW-NET OF LAND VALUE 40200 Main Road Orient,Town of Southold,Suffolk County,New York Total Building Area- 2,949/SQ.FT. Above Grade Base Price per square foot(Section 13,Page 14 Class C,Excellent) $30000 Height Multiplier(1/2%per floor above 3) 1 000 Perimeter Multiplier 1 014 Current Cost Multiplier-(adjustment for recent price increases) 1 050 Local Cost Multiplier-Suffolk County 1 300 (adjustment in cost from national averages for differences in location) Indicated Cost per square foot $1 38 S41523 Restaurant 2,949 sq ft rD $41523 $1,224,522 $1,224,522 Sprinkler System 2,949 sq ft @ $426 $12,563 $12,563 Solar Electric Array 1,000 sq ft @ $1500 $15,000 $15,000 Heating/Cooling Adjustment 3,352 sq ft @ $8500 $284,920 $284,920 Site Preparation 4,000 sq ft $2500 100,000 Paving/Curbs/Sidewalks 1,000 sq ft rd $2500 25,000 Landscaping 500 sq ft a $1200 6,000 Terrace/deck area 1,200 sq ft t@ $12500 150,000 Piling Adjustment 160 piles a 35 linear ft 5,600 lm ft rr S4300 332,304 Setup and dismantling 30,222 Cost before profit $2,180,531 Soft Costs-Loan fees,appraisal fees,mortgage broker-10% 7.00% $152,637 Architectural&Engineering Fees 10.00% $218,053 Total Direct Costs $2,551,221 Estimated Cost New Less Depreciation Functional 00% $0 Physical 11 1% $283,186 Economic Obsolescence 00% $0 Total Depreciation(all sources) $283,186 Indicated Value $2,268,036 Indicated Depreciated value via the Cost Approach-NET OF LAND VALUE $2,270,000 Conclusion Therefore, it is my opinion that the Market Value of the depreciated replacement cost of the subject property (net of land value) as of January 17, 2020 was: TWO MILLION TWO HUNDRED SEVENTY THOUSAND DOLLARS $2,270,000 9 ADDENDA 1 QUALIFICATIONS ROBERT LAMAR STACK,MAI,FRICS APPRAISAL EXPERIENCE Mr. Stack is the principal of Robert Lamar Stack, MAI, FRICS After a 21-year career with three Class I Railroads; the Chicago Northwestern, Illinois Central and the Southern Pacific Railroads and the Bureau of Explosives of the Association of American Railroads in a variety of operating and management positions Mr. Stack became involved in real estate. Beginning in 1982 and prior to becoming a real estate appraiser, Mr. Stack was a real estate broker with his own firm in San Antonio, Texas. Beginning his appraisal career in 1988, Mr. Stack was a senior real estate appraiser with Cushman & Wakefield in San Antonio, Texas. Upon becoming a member of the Appraisal Institute (MAI), Mr. Stack was appointed Vice President of Real Estate Research Corporation (RERC) in Houston, Texas. Mr. Stack was also a senior member of the Valuation Advisory Group of Arthur Andersen, LLP in Houston, Texas. Mr. Stack's experience includes the valuation of regional shopping malls, office buildings, industrial/warehouse properties, Warehouses, architecturally significant structures, historic single- family residences and various special use properties as well as over 115 gasoline service stations in the northeastern and western United States. Additionally, Mr. Stack has performed various studies and analyses as well as providing litigation support for ad valorem tax suits, numerous civil litigation cases. Mr. Stack has been qualified as an expert witness in the New York State Court of Claims; the Suffolk County, Massachusetts Supreme Court and the New Jersey Chancery Court as well as testifying in various other legal proceedings. Mr. Stack has appraised property in throughout the Mid-Atlantic and Northeast Region including New Jersey, New York, New Hampshire, Connecticut, Maryland, Massachusetts, New Hampshire, Rhode Island, Pennsylvania and Virginia and numerous other states throughout the nation. He has also been a guest lecturer at the University of Texas-San Antonio and Baruch College of the City University of New York and an instructor with the Professional Development department of the Tri- State Chapter of the Royal Institution of Chartered Surveyors. 1 QUALIFICATIONS PROFESSIONAL AFFILIATIONS MAI—Member of the Appraisal Institute FRICS—Fellow of the Royal Institution of Chartered Surveyors Certified General Appraiser—New York No. RG 46000040778 Certified General Appraiser—New Jersey No. 001849 Brotherhood of Locomotive Engineers (BLE)—retired member EDUCATION Illinois State University—Normal, Illinois University of Missouri—Bachelor of Arts, 1977 PUBLIC SERVICE Women's Studio Workshop—Rosendale,New York—Board of Directos Ocean Beach Community Fund—Ocean Beach New York- Volunteer Ocean Beach Downtown Rehabilitation Committee 2 GLOSSARY This appraisal report has been made with the following general assumptions: 1. No responsibility is assumed for matters involving legal or title considerations, nor is any opinion rendered herewith. It is assumed that title to the property is good and marketable and there are no encumbrances, which cannot be cleared through the regular process. All existing liens and encumbrances (if any) have been disregarded and the property is appraised as though free and clear under responsible ownership and competent management. 2. The information contained in this report and furnished by others is believed to be reliable, but no responsibility for its accuracy is assumed. The appraiser shall not be responsible for the accuracy or completeness of such information. Correctness of estimates, opinions, dimensions, sketches and other exhibits, which have been used in this report, are not guaranteed. This appraisal is made subject to the financial and other information submitted to us. 3., The Report assumes (a) responsible ownership, competent and prudent management of the Property; (b)there are no hidden or unapparent conditions of the Property, subsoil or structures that render the Property more or less valuable (no responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them); (c) full compliance with all applicable federal, state and local zoning and environmental regulations and laws, unless noncompliance is stated, defined and considered in the Report; and (d) all required licenses, certificates of occupancy and other governmental consents have been or can be obtained and renewed for any use on which the value opinion contained in the Report is based. 4. The appraiser has inspected the land by observation only. It is not possible to personally observe conditions beneath the soil. It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5. The physical condition of the improvements described herein is based on visual inspection. Since no engineering inspections or tests were conducted, no liability is assumed for structural soundness, condition of mechanical equipment, and plumbing or electrical systems. The opinion of value expressed in this report precludes any warranty on the part of the appraiser as to the physical soundness, condition or functional adequacy of the property. It is assumed that all applicable zoning and use regulations and restrictions have been complied with, unless a non-conformity has been stated, defined, and considered in the appraisal report. It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local, state, or national government or private entity or organization have been or can be obtained or renewed for any use on which the value estimate contained in this report is based. 6. This appraisal assumes that the local and national economic conditions prevailing, as of the valuation date do not change over the foreseeable future. The projections of income and expenses, including reversion at the time of resale, are not predictions of the future. Rather, they are the appraiser's opinion of current market perceptions of what future trends will be. No representation is made that these projections will materialize. The real estate market is constantly changing. It is not the task of the appraiser to estimate the conditions of future real estate markets but rather to reflect what the investment community envisions for the future, and upon which assumptions investment decisions are based. 1 GLOSSARY 7. The appraiser is not an expert environmental inspector and therefore might be unaware of existing hazardous substances and/or detrimental environmental conditions which may have a negative effect on the safety and value of the property. It is possible that tests and inspections made by a qualified environmental inspector would reveal the existence of hazardous materials and/or detrimental environmental conditions on or around the property that would negatively affect its safety and value. It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and laws unless noncompliance is stated, defined, and considered in the appraisal report. Unless otherwise noted in the report, no apparent adverse conditions were observed by the appraiser. 8. The Americans with Disabilities Act (ADA) became effective January 26, 1992. We have not made a specific compliance survey or analysis of this property to determine whether or not it is in conformity with the various detailed requirements of the ADA. It is possible that a compliance survey of the property, together with a detailed analysis of the requirements of the ADA, could reveal that the property is not in compliance with one or more of the requirements of the Act. If so, this fact could have a negative impact upon the value of the property. Since we have no direct evidence relating to this issue, we did not consider possible non-compliance with the requirements of ADA in estimating the value of the property. 9. No environmental or impact study, special market study or analysis, highest and best use analysis or feasibility study has been requested or made unless otherwise specified in an agreement for services or in the report. The appraisers reserve the unlimited right to alter, amend, revise or rescind any of the statements, findings, opinions, values, estimates or conclusions upon any subsequent such study or analysis or previous study or analysis subsequently becoming known to him. 10. The appraisal values the property as described in this report and the areas and dimensions as shown herein are assumed to be correct. Areas and dimensions of the property and improvements, unless otherwise noted were not physically measured, but were furnished by the principal, or from a plot plan furnished by the principal. The appraiser has made no survey of the property and assumes no responsibility in connection with such matters. Any sketch or identified survey of the property included in this report is only for the purpose of assisting the reader to visualize the property. It is assumed that the utilization of the land and improvements is within the boundaries or property lines of the property described and that there is no encroachment or trespass unless noted in the report. 11. If the appraisal is based on proposed construction, or being made from plans and specifications, the appraiser assumes that the building will be finished, with good quality materials and with competent workmanship. Furthermore, the appraiser accepts no responsibility for any subsequent changes to proposed construction plans and specifications provided, nor the effect any alterations would have on the opinion of value. If the property appraised is encumbered by leases, and the opinion of value reflects such encumbrances, the appraiser assumes that the user or reader of the report has been provided with copies of said leases. 12. The value opinion expressed assumes complete fee simple estate, leasehold interest, or leased fee interest in the subject property with financing under normal terms and conditions. This value opinion does not apply to fractional interests and does not assume equal shares would result without consideration for a minority discount. 2 GLOSSARY This appraisal report has been made with the following general limiting conditions: 1. This appraisal is not to be used in whole or in part. The allocation of total value to land and /or building as shown in this report is invalid if used separately. No part of this appraisal shall be used in conjunction with another appraisal or analysis. Neither all nor any part of the contents of this report shall be conveyed to the public through advertising, public relations, news, sales or other media without the written consent and approval of the author, particularly as to the valuation conclusions, the identity of the appraiser or the firm which he is connected. This appraisal report is meant to be presented in its entirety. If this report is presented in any form other than its complete form, it becomes invalid. Except as may be otherwise stated in the letter of engagement, the Report may not be used by any person(s) other than the party(ies) to whom it is addressed or for purposes other than that for which it was prepared. No part of the Report shall be conveyed to the public through advertising, or used in any sales, promotion, offering or SEC material without prior written consent. 2. Any authorized user(s) of this Report who provides a copy to, or permits reliance thereon by, any person or entity not authorized by the appraiser in writing to use or rely thereon, hereby agrees to indemnify and hold its affiliates and their respective shareholders, directors, offices and employees, harmless from and against all damages, expenses, claims and costs, including attorneys' fees, incurred in investigating and defending any claim arising from or in any way connected to the sue of, or reliance upon,the Report by any such unauthorized person(s) or entity(ies). 3. The forecasted potential gross income referred to in the Report may be based on lease summaries provided by the owner or third parties. The Report assumes no responsibility for the authenticity or completeness of lease information provided by others. The appraiser(s) recommend that legal advice be obtained regarding the interpretation of lease provisions and the contractual rights of parties. 4. The forecasts of income and expenses are not predications of the future. Rather, they are the Appraiser's best opinions of current market thinking on future income and expenses. The appraiser(s) make no warranty or representation that these forecasts will materialize. The real estate market is fluctuating and changing. It is not the Appraiser's task to predict or in any way warrant the conditions of a future real estate market; the Appraiser can only reflect what the investment community, as of the date of the Report, envisages for the future in terms of rental rates, expenses, and supply and demand. 5. Unless otherwise stated in the Report, the existence of potentially hazardous or toxic materials that may have been used in the construction or maintenance of the improvements or may be located at or about the Property was not considered in arriving at the opinion of value. These materials (such as formaldehyde foam insulation, asbestos insulation and other potentially hazardous materials) may adversely affect the value of the Property. The Appraisers are not qualified to detect such substances and recommend that an environmental expert be employed to determine the impact of these matters on the opinion of value. 6. Unless otherwise stated in the Report, compliance with the requirements of the Americans with Disabilities Act of 1990 (ADA) has not been considered in arriving at the opinion of value. Failure to comply with the requirements of the ADA may adversely affect the value of the Property. They recommend that an expert in this field be employed. 3 GLOSSARY 7. If the Report is submitted to a lender or investor with the prior approval of Robert Lamar Stack, MAI, FRICS, such party should consider this Report as only one factor together with its independent investment considerations and underwriting criteria, in its overall investment decision. Such lender or investor is specifically cautioned to understand all Extraordinary Assumptions and Hypothetical Conditions and the Assumptions and Limiting Conditions incorporated in this Report. 8. In the event of a claim against Robert Lamar Stack, MAI, FRICS or its affiliates or their respective officers or employees or the Appraisers in connection with or in any way relating to this Report or this engagement, the maximum damages recoverable shall be the amount of the monies actually collected by the appraiser(s) or its affiliates for this Report and under no circumstances shall any claim for consequential damages be made. 9. If the Report is referred to or included in any offering material or prospectus, the Report shall be deemed referred to or included for informational purposes only and Robert Lamar Stack, MAI, FRICS, its employees and the Appraiser have no liability to such recipients. The appraiser(s) disclaim any and all liability to any party other than the party that retained Robert Lamar Stack, MAI, FRICS to prepare the Report. 10. At the Client's request, we have provided an insurable value estimate. The estimate is based .on figures derived from a national cost estimating service and is developed consistent with industry practices. However, actual local and regional construction costs may vary significantly from our estimate and individual insurance policies and underwriters have varied specifications, exclusions, and non-insurable items. As such, we strongly recommend that the Client obtain estimates from professionals experienced in establishing insurance coverage for replacing any structure. This analysis should not be relied upon to determine insurance coverage. Furthermore, we make no warranties regarding the accuracy of this estimate. 11. By use of this Report, each party that uses this Report agrees to be bound by all of the Assumptions and Limiting Conditions, Hypothetical Conditions and Extraordinary Assumptions stated herein. 12. The appraiser is not required to give testimony or attendance in court by reason of this appraisal, unless arrangements have been previously made. Possession of this report or a copy thereof does not carry with it the right to publication, without the written consent of the appraisers. 13. This report and the value conclusion do not presume to advise as to the amount of money, which might safely be advanced to the property being appraised, should such be used for security for mortgage loan underwriting purposes. This appraisal report has been made with the following extraordinary assumption(s) and/or hypothetical conditions. Extraordinary Assumption— None Hypothetical Conditions— None 4 GLOSSARY MARKET VALUE: As referred to in this appraisal, market value has been defined as "the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus." Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: • Buyer and seller are typically motivated. • Both parties are well informed or well advised, and each acting in what he considers his own best interest. • A reasonable time is allowed for exposure in the open market. • Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto. • The price represents a normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. Source: Office of the Comptroller of the Currency under 12 CFR, Part 34, Subpart C-Appraisals,34.42 Definitions(f). HIGHEST and BEST USE: The reasonably probable and legal use of vacant land or an improved property, which is physically possible, appropriately supported, financially feasible, and that results in the highest value. The four criteria the highest and best use must meet are legal permissibility, physical possibility, financial feasibility, and maximum profitability. VALUE AS IS: The value of specific ownership rights to an identified parcel of real estate as of the effective date of the appraisal; related to what physically exists and is legally permissible and excludes all assumptions concerning hypothetical market conditions or possible rezoning. PROSPECTIVE VALUE: A forecast of the value expected at a specified future date. A prospective value estimate is most frequently sought in connection with real estate projects that are proposed, under construction, or under conversion to a new use, or those that have not achieved sellout or a stabilized level of long-term occupancy at the time the appraisal report is written. See also date of value estimate;value as is. RETROSPECTIVE VALUE: An estimate of value that is likely to have applied as of a specified historic date. A retrospective value estimate is most frequently sought in connection with appraisals for estate tax, condemnation, inheritance tax and similar purposes. 5 GLOSSARY USE VALUE: The value as a specific property has for a specific use. INSURABLE VALUE: The portion of the value of an asset or asset group that is acknowledged or recognized under the provisions of an applicable loss insurance policy. INVESTMENT VALUE: The specific value of an investment to a particular investor or class of investors based on individual investment requirements; distinguished from market value, which is impersonal and detached. See also market value. GOING CONCERN VALUE: The value created by a proven property operation;considered as a separate entity to be valued with a specific —business establishment; also called going value. See also business value. FEE SIMPLE ESTATE: Absolute ownership unencumbered by any other interest or estate subject only to the limitations imposed by the governmental powers of taxation,eminent domain,police power and escheat. LEASED FEE INTEREST: An ownership interest held by a landlord with the rights of use and occupancy conveyed by lease to others. The rights of the lessor (the leased fee owners) and the leased fee are specified by contract terms contained within the lease. LEASEHOLD ESTATE: The interest held by the lessee (the tenant or renter) through a lease conveying the rights of use and occupancy for a stated term under certain conditions. MARKET RENT: The rental income that a property would most probably command in the open market; indicated by the current rents paid and asked for comparable space as of the date of the appraisal. OVERALL CAPITALIZATION RATE: An income rate for a total real property interest that reflects the relationship between a single year's net operating income expectancy and the total property price or value; used to convert net operating income into an indication of overall property value. 6 GLOSSARY EQUITY YIELD RATE: A rate of return on equity capital as distinguished from the rate of return on debt capital (the interest rate); the equity investor's internal rate of return. The equity yield rate considers the effect of debt financing on the cash flow to the equity investor. GROSS INCOME MULTIPLIER(G.I.M.): The ratio between the sale price (or value) of a property and its effective gross income; a single year's GIM expectancy or an annual average of several years' GIM expectancies. COOPERATIVE INTEREST: The ownership interest component of the shares attributable to the cooperative unit, exclusive of the prorate share of the blanket mortgage or mortgages. CONDOMINIUM INTEREST: A form of fee ownership of separate units or portions of multi-unit building that provides for formal filing and recording of a divided interest in real property. A multiunit structure or property in which persons hold fee simple title to individual units and an undivided interest in common areas. MARKETING TIME (PROSPECTIVE): "Reasonable marketing time is an estimate of the amount of time it might take to sell the interest in real property estate at its estimated market value level during the period immediately after the effective date of the appraisal." Marketing time differs from exposure time - which is always presumed to precede the effective date of an appraisal (see Exposure Time). EXPOSURE TIME(RETROSPECTIVE): "The estimated length of time the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal; a retrospective estimate based upon an analysis of past events assuming a competitive and open market." Exposure time differs from marketing time -the latter is the period immediately after the effective date of an appraisal (see Marketing Time). The exposure time varies for different types of real estate under various market conditions. The reasonable exposure period is a function of price,time and use(zoning). NET LEASE: A lease in which the tenant pays all property operating expenses in addition to the stipulated rent. GROSS LEASE: A lease in which the landlord receives stipulated rent and is obligated to pay all or most of the property's operating expenses and real estate taxes. 7 GLOSSARY RENTABLE AREA: The amount of space on which the rent is based; calculated according to local practice. USEABLE AREA: The actual occupiable area of a floor or an office; computed by measuring the finished surface of the office side of corridor and other permanent walls, to the center of partitions that separate the office from adjoining usable areas, and to the inside finished surface of the dominant portion of the permanent outer building walls. The useable area of a floor is equal to the sum of all usable areas of that floor. No deductions are made for columns and projections necessary to the building. (BOMA) See also architect's standard net assignable area. FLOOR AREA RATIO (FAR): The relationship between the above-ground floor area of a building, as described by the building code, and the area of the plot on which it stands; in planning and zoning, often expressed as a decimal, e.g., a ratio of 2.0 indicates that the permissible floor area of a building is twice the total land area; also called building to land ratio. See also land to building ratio. LAND TO BUILDING RATIO The proportion of land area to gross building area;typical land-to-building ratios for properties combine land and building components into a functional economic unit. GROSS BUILDING AREA(GBA): The total floor area of a building, including below-grade space but excluding unenclosed areas, measured from the exterior of the walls. See also area. EXTRAORDINARY ASSUMPTIONS: An extraordinary assumption is defined by the USPAP (2005 Edition, The Appraisal Foundation) as "as assumption, directly related to a specific assignment, which if found to be false, could alter the appraiser's opinions or conclusions. Extraordinary assumptions presume as fact otherwise uncertain information about physical, legal or economic characteristics of the subject property; or about conditions external to the property,such as market conditions or trends; or about the integrity of data used in an analysis." HYPOTHETICAL CONDITIONS: A hypothetical condition is defined by the USPAP 2017 Edition, The Appraisal Foundation) as "that which is contrary to what exists but is supposed for the purpose of analysis. Hypothetical conditions assume conditions contrary to known facts about physical, legal, or economic characteristics of the subject property; or about conditions external to the property, such as market conditions or trends; or about the integrity of data used in an analysis." 8 ,t A-e f(a'l-s -R'']0 r +0 'and - o®r DEPRECIATED REPLACEMENT COST NEW APPRAISAL NET OF UNDERLYING LAND VALUE OF ORIENT BY THE SEA 40200 MAIN ROAD DISTRICT 1000, SECTION 15, BLOCK 9, LOT 8.001 ORIENT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, STATE OF NEW YORK SUBMITTED TO HON. EDWARD D. BURKE, SR. BURKE & SULLIVAN, PLLC 41 MEETING HOUSE LANE SOUTHAMPTON, NEW YORK 11968 EFFECTIVE DATE OF VALUE May 16, 2019 ti i Robert Lamar Stack,MAI,FMCS Long Island Office 9 East 40t1 Street,9`Floor P.O.Box 36 New York,New York Ocean Beach,New York 11770 Phone: 201-390-0699 Fax: 646-3493680 E-Mail: rlstack88@gmail.com October 30,2019 Hon. Edward D.Burke,Sr. Burke& Sullivan,PLLC 41 Meeting House Lane Southampton,New York 11968 Re: Depreciated Replacement Cost New Appraisal of A 3,352 sq.ft.Restaurant 40200 Main Road District 1000, Section 15,Block 9,Lot 8.001 Orient,Town of Southold, Suffolk County, State of New York 11954 Dear Honorable Judge Burke: In accordance with your request, I have prepared a depreciated replacement cost new appraisal of the referenced improvements, hereinafter referred to as the subject. As per your instructions and to be in compliance with the Substantial Improvement/Substantial Damage Desk Reference FEMA P- 758/May 2010. This appraisal is "net" of the underlying land value and is an appraisal only of the depreciated improvements. This report has been prepared in accordance with the Uniform Standards of Professional Appraisal Practice (USPAP) and the Code of Ethics of the Appraisal Institute. The subject property is a 1 and partial 2-story restaurant structure located at 40200 Main Road, Orient and is one of the primary buildings in a larger parent 90-slip marina development. The parent development is identified on the Suffolk County Property Tax Roll As: District 1000, Section 15, Block 9, Lot 8.001 and is commonly known as 40200 Main Road, Orient, Town of Southold, Suffolk County,New York. Public records indicate that owner of the subject is 40200 Main, LLC which purchased the property (land and improvements) on April 16, 2019 for$3,900,000. The purpose of this appraisal is to render an opinion of the Depreciated Replacement Cost as of a current date. The effective date of value is May 16, 2019. The depreciated replacement value estimated herein is subject to the Definition of Replacement Cost and the Assumptions and Limiting Conditions which are set forth in the addenda of this appraisal. The following report sets forth all available data and methodology utilized in arriving at our value conclusions and should be read in its entirety. Hon. Edward D. Burke, Sr.,Esq. The property rights appraised are the fee simple interest in the subject 1 and partial 2-story restaurant structure. The property was inspected on May 16, 2019 by Robert Lamar Stack, MAI accompanied by Mr. Robert Haase, a representative of the ownership entity. The information provided was not audited or certified, however, since we have no reason to suspect the accuracy of the information provided, it was utilized for the valuation of the property. Should the information above prove to be unreliable,my opinion of value would be subject to change. The analyses, opinions and conclusions were developed based on, and this report has been prepared in conformance with, our interpretation of the guidelines and recommendations set forth in the Uniform Standards of Professional Appraisal Practice (USPAP), the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute and the Royal Institution of Chartered Surveyors. The report is in compliance with all applicable federal and state regulations and/or guidelines as well as standards set forth in OCC Regulation 12 CFR Part 34.44 and the Uniform Standards of Professional Practice. It also in conformity with the Financial Institutions Reform and Recovery Act of 1989 (FIRREA) and Title XI regulation. The undersigned does hereby certify that to the best of his knowledge and belief, the statements contained in this appraisal are correct, subject to the limiting conditions set forth. Employment in and compensation for completing this report are in no way contingent upon the value reported, and I certify that have no financial interest in the subject property. In addition, this appraisal was not based on a requested minimum valuation, a specific valuation or the approval of a loan. In developing an opinion of value, all factors and assumptions developed in preparing the report have been considered. On the basis of these factors, it is my opinion that the "As Is" Market Value of the fee simple interest in 1 and partial 2-story restaurant structure, District 1000, Section 15, Block 9,Lot 8.001,40200 Main Road, Orient,New York as of May 16, 2019 will be: TWO MILLION FOUR HUNDRED THOUSAND DOLLARS ($294009000) Sincerely, 5�90m� Robert Lamar Stack, MAI, FRICS Certified General Appraiser— New York No. RG 46000040778 2 TABLE OF CONTENTS Letter of Transmittal Summary of Salient Facts&Important Conclusions 4 Photo ra hs of Subject Property & Street Scenes 4 -21 Certification 22 Identification of Property 23 Purpose of the Appraisal 23 Real Property Ri hts Appraised 23 Ownership&Property History 23 Function&Intended User and Intended Use of the Report 23 Definition of Value 24 Scope of Work 25 Neighborhood 25-28 Zoning 29-31 Site Description 32-34 Assessed Valuation&Real Estate Taxes 35 Highest and Best Use 36-37 The Valuation Process 38 - 42 ADDENDA: Qualifications of the Appraiser Engagement Letter Asswu tions and Limiting Conditions Glossary of Definitions EXHIBITS: Regional Ma Location Ma Zoning Ma 3 SUMMARY OF FACTS AND CONCLUSIONS Subject Property: 40200 Main Road Orient, Town of Southold Suffolk County,New York 11954 Tax Identification: District 1000, Section 15.1,Lot 8.001 Valuation& Inspection Dates: May 16, 2019,August 7,2018 Property Rights Appraised: Fee Simple Estate Owner: MGH Enterprises, Inc., 41270 Main Road Orient Point, Ferry Dock, Orient,NY 11957, Orient,New York 11954 Intended User/tJse: The client and intended user is Mr. Edward N. Burke, Jr., Esq. The intended use of the report is for administrative uses. Improvement Area: 3,352+ square feet/. Parent Land Tract Area: 4,55+ Neighborhood & Trend: Orient: A seasonal community with a very small central business district supporting a residential area comprised primarily of single-family residences with some small farms and income properties oriented to seasonal housing. Employment opportunities are generally located in the larger regional area to the west. The area is convenient to local public transportation and major arterials and highways. Zoning: MII; (MII)Marine II District Highest and Best Use: Seasonal Fine dining restaurant Estimated Marketing& Exposure Time: Market Value — An exposure time is not expected to exceed 6 to 12 months and the marketing time is not expected to exceed six months. Valuation: Depreciated Cost Approach: $2,400,000 4 EXTERIOR PHOTOS s Subject-Restaurant Builidng t � T Orient By The Sea 40200 Main Road Orient,New York 6 1 f • Subject—View South From Main Road(Route 25) View of Adjacent Property To The West—Subject On Left 7 `C i - i - r s View of Adjacent Property To The East Along Main Road(Route 25)—Subject On Right Imp . _ • J, '"ten^ _..�. — View of Parking Area st t, it met ■ Subject t a� 4 'h Entrance 9 A Entrance Drive—Subject On Left,Garage on Right .w� ip f� 'L - 1 a"4+k :5 Entrance Drive—Subject On Right 10 ".. �s M Subject T• � Y a�� - 1 Side Service Entrance I1 Exterior Bar Area 1 i ��-� �. f i {. �� ' � . t, re�` � ,u �� - ` �_ 1 ��. r. ,� � f~' f `F 1 t MIP { % t J j North Service Area—View South P, AA 'h` 1 f 1 Office 14 r f- J �1qs r i INTERIOR PICTURES 16 +r TI 1 ,x f Dining Room Jy=.; Bar 17 .rte s r ftp' o Halls,. to Office �x FtRSTOAlp t ti Restaurant Office 19 _ 1 Restaurant Bathroom mow, (Mice 20 A.W. Office 2"d View CERTIFICATION I(we)certify to the best of my knowledge and belief: The statements of facts contained in this report are true and correct. The reported analyses, opinions, and calculations are limited only by the reported assumptions and limiting conditions, and is our personal,unbiased professional analyses,opinions,and conclusions. I(we)have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved. I (we) have performed no services, as an appraiser regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. The compensation is not contingent upon the reporting of a predetermined value or direction in value that favors the cause of the client, the amount of value, the attainment of a stipulated result, or the occurrence of a subsequent event. This appraisal assignment was not based on a requested minimum valuation, a specific valuation,or the approval of a loan. Within the prior three years, other than the current appraisal assignment, I (we) have not performed or provided any other professional services pertaining to the subject property, in any other capacity, nor are I (we) presently involved with the management, leasing, disposition, or any service regarding the subject property. The analysis, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Financial Institutions Reform and Recovery Act (FIRREA), Uniform Standards of Professional Appraisal Practice, and the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. The appraiser(s) certifies that he has the knowledge and experience to complete the assignment competently. The property was inspected by Robert Lamar Stack,MAI,FRICS. The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. The Appraisal Institute conducts a voluntary program of continuing education for its designated members. MAI's who meet the minimum standards of this program are awarded periodic educational certification. As of the date of this report, Robert Lamar Stack, MAI, FRICS has completed the requirements of the continuing education program of the Appraisal Institute and is certified for practice in the State of New York. Respectfully submitted, 990M — Robert Lamar Stack,MAI,FRICS Principal State Certified-General Real Estate Appraiser New York License No.:RG 46000040778 22 IDENTIFICATION OF THE PROPERTY The parent property is identified as 40200 Main Road, Orient Hamlet, Town of Southold, Suffolk County, New York. The subject is identified on the Town of Southold Tax Maps and in the Suffolk County Property Records as District 1000, Section 15, Block 9, Lot 8.001. Maps and photographs will visually acquaint the reader with the property appraised. PURPOSE OF THE APPRAISAL Robert Lamar Stack, MAI, FRICS has been requested to conduct an appraisal of the subject's depreciated replacement cost as of May 16, 2019, the date of inspection. The purpose of the appraisal is to provide the aforementioned opinion. REAL PROPERTY RIGHTS APPRAISED Real Property is "the interests, benefits, and rights inherent in the ownership of real estate." The real property rights or interest valued is typically, either "Fee Simple Estate" or "Leased Fee Interest." These are defined in The Dictionary of Real Estate Appraisal —Edition, as follows: In this appraisal the property rights appraised are all rights existing in the fee simple estate in the herein described property as of the date of inspection. These rights are the legal and economic properties of the owner that may be rightfully exchanged for money or equivalent goods. Property rights inherent in the ownership of tangible personal property or intangible benefits of the property itself, are not the subject of this report. The appraised value is exclusive of movable equipment, trade fixtures and personal property and is limited to the real estate only. The opinion of market value is free and clear of any existing or proposed financing,but subject to the limitations of eminent domain, escheat,police power and taxation. OWNERSHIP AND PROPERTY HISTORY According to public records,the owner of the subject property is: RWN Management, LLC 712 Fifth Avenue, 30th Floor, New York, New York 10019 which purchased the subject for $3,900,000 on April 15, 2019 from 40200 Main, LLC 40200 Main Road Orient Point NY 11957. FUNCTION,CLIENT,INTENDED USE AND USER OF THE REPORT The function of this appraisal is to establish the depreciated replacement cost of the subject property, as of the valuation date, assuming normal selling conditions and in all cash terms to the seller, regardless of the source of the funds. It is our understanding that our client Mr. Edward N. Burke, Jr., Esq. the client and intended user of the report is utilizing the appraisal administrative uses. 23 DEFINITIONS Market Valine is defined as: "The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: I. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised, and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale.il Replacement Cost is defined as: "The estimated cost to construct, at current prices as of a specific date, a substitute for a building or other improvement, using modern materials and current standards, design, and layout."2 Depreciation is defined as: "A loss in property value from any cause; the difference between the cost of an improvement on the effective date of the appraisal and the market value of the improvement on the same date."' Depreciated Cost is defined as: "Cost less depreciation as of the date of the appraisal."' External Obsolescence is defined as: "A type of depreciation; a diminution in value caused by negative external influences and generally incurable on the part of the owner, landlord, or tenant. The external influence may be either temporary or permanent."5 1 (12 C.F.R.Part 34.42(g);55 Federal Register,34696,August 24, 1990,as amended at 57 Federal Register 12202,April 9, 1992; 59 Federal Register 29499,June 7, 1994). 2 Dictionary of Real Estate Appraisal,6th Edition,Appraisal Institute 2015,Chicago,Illinois,Page 212. 3 Dictionary of Real Estate Appraisal,6th Edition,Appraisal Institute 2015,Chicago,Illinois,Page 78. 4 Dictionary of Real Estate Appraisal,6+h Edition,Appraisal Institute 2015,Chicago,Illinois,Page 78. 5 Dictionary of real estate appraisal,6th Edition,Appraisal Institute 2015,Chicago,Illinois,Page 93. 24 Functional Obsolescence is defined as: "The impairment of functional capacity of improvements according to market tastes and standards."6 Physical Deterioration is defined as: "The wear and tear that begins when a building is completed and placed into service."7 SCOPE At the request of the client, we have prepared an appraisal of the subject property's depreciated replacement cost presented in a narrative report format pursuant to the Uniform Standards of Professional Appraisal Practices (USPAP), and Financial Institutions Reform, Recovery and Enforcement Act of 1989 (FIRREA). During the course of this assignment, we have performed the following.' • Conducted a physical (exterior) inspection of the subject property and its environs. • Reviewed relevant regional, area, neighborhood, zoning and economic data affecting the subject property. • Performed an analysis of the Highest and Best Use of the property. • Presented a discussion of the appraisal techniques considered and used in the development of the valuation. • A presentation of each applicable appraisal approach. • A reconciliation of the applicable approaches into the "Replacement Cost: and the Depreciated Replacement Cost as of May 16,2019. • Estimated a reasonable exposure and marketing period appropriate to the concluded Market Value Opinion. The Appraiser has inspected the subject property and considered all relevant data deemed pertinent to concluding an opinion of the current market value of the interest appraised as of the date of valuation. The process of collecting and confirming data used in this appraisal has been accomplished by researching public records, examining published reports, and by conducting personal interviews with knowledgeable disinterested parties active in buying, selling, managing, leasing, financing, and appraising real estate located in the general area of compatibility. Data sources included local municipalities and state agencies, real estate brokers, appraisers and owners. In this assignment, we have considered all three approaches to value; Cost, Sales Comparison and Income Capitalization Approaches. Their relevance and applicability will be discussed in the valuation process section of the report. 6 Dictionary of Real Estate Appraisal,6m Edition,Appraisal Institute 2015,Chicago,Illinois,Page 112. 7 Dictionary of real estate appraisal,6th Edition,Appraisal Institute 2015,Chicago,Illinois,Page 170. 25 NEIGHBORHOOD The subject is located in a residential area in the Hamlet of Orient at the eastern terminus of Route 25. Regional Map Location Map The subject is located on the east end of the North Fork of Long Island in a rural area of the hamlet of Orient, New York. The immediate vicinity is a sparsely populated residential and agricultural/open space area located a half to 3/4 miles to the east of the central residential area of Orient. 26 The immediate vicinity is mostly farm and wooded spaces with a number of residential lots improved with moderate to mansion homes. Most housing activity in this area is on the north side of Main Road in subdivisions oriented to Long Island Sound frontages and views. The subject location is above average in terms of desirability. Access to local beaches and parks is good. The "Village" of Orient, is a centralized local neighborhood with a small, quaint business district. Complete commercial services are located in the Village of Greenport, seven miles to the west, and other venues, notably State Rt. 58 in Riverhead, a suburban-type retail district, 30 miles west of the subject. The central business district of Orient is little more than a U.S. Post Office, cafe, gallery, plus churches, and a yacht club. The ferry complex providing car ferry service to Connecticut is a major land mark to the east at the extreme eastern tip of the North Fork of Long Island, and the hamlet of East Marion is located to the west. The general area of the North Fork is a popular tourist and second home destination for the region and there are many second home owners whose principal residences are in the metro and suburban areas of Long Island and in New York City. There is a well-established and viable retail, restaurant, and professional services trade in the Village of Greenport, the hamlet of Southold and other hamlet areas farther west. The North Fork is well known for its vineyards, farm stands, marinas and marine recreation, beaches and open space. Residential construction and maintenance, agriculture, and marine industries make up the basis of the local economy. Market values of residential and commercial real estate were appreciating over the five to ten years up until mid-2007, then with recessionary economic conditions, the residential market depreciated from 2008 to early 2010. There has been recovery of volume in the single-family home market over the past 36 months, initially due to pent up demand, and now mostly as a result of some easing in bank lending requirements and low interest rates. The economy is in the 10' year of recovery from the Great Recession. Home values have risen in Orient and have begun to eclipse earlier high values. Orient is located in the extreme north eastern portion of the Long Island Housing Market. The following report summarizes Elliman lst Quarter 2019 North Shore Suffolk County sale activity. Three straight quarters with year over year sales gains and nine consecutive quarters without an annual decline in median sales prices. The average sales price was $531,949 which is 4.9% higher than the 41h Quarter 2018. There were 569 sales with 84 days on the market and average discounts of 3.8%. The listing inventory totaled 590 which represents a 3.1 month supply. Prices for houses without water frontage in the subject neighborhood tend to be in the range of $350,000 to $4,500,000 for the most part and with .25 to .75 acres. The lower end of this range are homes on the north side of Old Orient Highway of moderate scale and tending to be older construction and without amenities. 27 The upper end of this range consists of a wide variety of homes, located on the north side of Old Orient Highway and generally new construction, good quality, with a pool amenity or a home of moderate to good quality on a relatively small lot but with good ocean views. Lake and bay-front homes, with beaches, docks and views tend to be in the range of$1,800,000 up to $4,500,000. Ocean front homes are in the $2,000,000 to $12,000,000 range based on several recent transactions. The low end of the range is dated structures in fair to average condition considered tear-downs by many of the market participants. Marketing times are in the range of 24 months at initial asking prices, and they are within 9 to 12 months after the final price reductions. Sellers are not offering discounts or concessions in this market. Some appreciation is noted. Many ocean front sales during the past 1 to 2 years are "tear downs." This is an established development trend in the ocean-front market in communities to the west. It is not frequently seen in Orient. The neighborhood is gradually being developed with high-quality ocean-front homes. The subject itself is a generally well-located lower to lower middle market vacant homesite that is well-located. Conclusion Orient is a desirable residential community with a high percentage of seasonal homes. It is also a pass-through community due to heavy traffic levels on the Cross-Island Ferry which runs from Orient to New London, Connecticut with connections to Interstate Highway 95 for access to New Haven, Boston and New England. The trend going forward is for stable economic conditions. 28 ZONING The subject is located in the Marine II (MII)District of the Town of Southold. Purpose— The purpose of the Marine II (MII) District is to provide a waterfront location for a wide range of water-dependent and water-related uses, which are those uses which require or benefit from direct access to or location in marine or tidal waters and which, in general, are located on major waterways, open bayfronts or the Long Island Sound. Use Regulations— In the MII District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following (one use per 80,000 square feet of land above mean high water, unless otherwise specified): Permitted uses. The following uses are permitted uses and, except for those uses permitted under Subsection A(1),hereof, are subject to site plan approval by the Planning Board: a. One one-family detached dwelling per single and separate lot of record in existence as of the date of adoption of this article. b. Marinas for the docking, mooring and accommodation of recreational or commercial boats, including the sale of fuel and oil primarily for the use of boats accommodated in such marina. c. Boat docks, slips, piers or wharves for charter boats carrying passengers on excursions, pleasure or fishing trips or for vessels engaged in fishery or shellfishery. d. Beach clubs, yacht clubs or boat clubs, including uses accessory to them, such as swimming pools,tennis courts and racquetball facilities. e. Boatyards for building, storing, repairing, renting, selling or servicing boats, which may include the following as an accessory use: office for the sale of marine equipment or products, dockside facilities for dispensing of fuel and, where pumpout stations are provided,rest room and laundry facilities to serve overnight patrons. f. Mariculture or aquaculture operations or research and development. g. Boat and marine engine repair and sales and display, yacht brokers or marine insurance brokers. h. Buildings, structures and uses owned or operated by the Town of Southold, school districts, park districts and fire districts. i. Retail sale or rental of fishing, diving or bathing supplies and equipment if accessory to a marina or boatyard or ship's loft or chandlery. i. Uses permitted by special exception by the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals, as hereinafter provided, subject to site plan approval by the Planning Board: a. Restaurants, excluding outdoor counter service, drive-ins or curb-service establishments. Such prohibition shall not prevent service at tables on a covered or uncovered terrace or porch incidental to a restaurant. b. Ferry terminals. 29 ZONING c. Transient hotels or motels, subject to the following conditions: 1 The minimum area for such use shall be not less than three acres. 2. The number of guest rooms permitted in the hotel or motel shall be determined by the proportion of the site utilized for such use and the availability of public water and sewer. 3. The maximum number of guest units shall be one unit per 4,000 square feet of land with public water and sewer. 4. Fish processing plants. 5. Fish markets, which may include a combination of wholesale and retail sale of fmfish and shellfish. 6. Museums with a nautical theme or art galleries. 7. Bed-and-breakfast uses as set forth in and regulated by Bulk Regulations Minimum lot width: 110 feet Minimum Lot Sizes business use): 80,000 sq. ft. Minimum Lot Size: residential use without utilities 40,000 sq.ft. Minimum Lot Size residential use with community water 20,000 sq. ft Minimum Lot Size residential use with community water&sewer 10,000 sq. ft. Minimum Lot Size—Motel,Hotel or Conference Center guest unit Guest unit without utilities 6,000 sq. ft. Guest unit with community water 6,000 sq.ft. Guest unit with community water and sewer 4,000 sq. ft. Due to the fact that the subject is a 1 and partial 2-story restaurant structure that is in compliance with all zoning requirements. The appraiser is not an expert in the interpretation of zoning ordinances. In the event of fire, Act of God, etc. wherein the property cannot be rebuilt to its current status, the municipality is the final authority as to reconstruction. The specifics are a function of the local planning board approval process and actual density is determined by the final building configuration and agreement of the governmental authorities involved. It should be noted that the building can be rebuilt to its current "footprint or pre-existence" subject to zoning board approval. To the appraiser's knowledge, there are no deed restrictions, private or public that limit the subject property's use beyond the title examination by an attorney or title company can uncover such restrictions. Therefore,we recommend a title search to determinate if any restrictions do exist. 30 ` ZONING R-80 R-80 R-40. M I I R-80 12-00 .. - Subject r Zoning Map (Portion of Zoning Map Depicting Location) 31 SITE AND IMPROVEMENT DESCRIPTION Location: The subject site is located on the south side of Main Road (Route 25) near the eastern terminus of Route 25 in the extreme eastern portion of the Hamlet of Orient in the Town of Southold. Tax Assessor's Identification: District: 1000, Section 15, Block 9,Lot 8.001 Land Area, Shape & Frontage: The subject site consists of an irregular land parcel with 182.72 feet of frontage along Main Road and a maximum depth from Main Road of 1,000± feet and a frontage along Gardiner' Bay of 350.0+feet. Topography: The site is generally level. Access: (Ingress/Egress) Pedestrian and Vehicular access is provided by an asphalt paved drive from Main Road. Extensive parking is provided on an RCI and/or crushed shell parking lot. Easements And Encroachments: A title policy for the property has not been provided for the preparation of this appraisal. It does not appear to be adversely affected by any easements. It is recommended that the client/reader obtain a current title policy outlining all easements and encroachments on the property, it any, prior to making a business decision. The appraisers have assumed that there are easements and the encroachment on the subject property for the purpose of and right to use for utilities and roadways. There are no apparent easements which restrict the use of the site or affect its Highest and Best Use "As Is." The easements previously mentioned are incidental in nature and are considered to have no adverse effect on the value of the property. Utilities And Public Services: Police and fire protection are provided by the Town of Southold. Public utilities including electricity and water and sewer service the site. Environmental Issues: We have not observed the existence of potentially hazardous material or underground storage tanks which may be present on or near the site. The existence of hazardous materials or underground storage tanks may have an effect on the value of a property. The opinion of Market Value rendered in this report is predicated on the assumption there are no hazardous materials on or in the property that would cause a loss in value. However, the appraiser(s) are not qualified to detect hazardous waste or toxic materials. No evidence of hazardous waste or toxic materials was noted and we have no knowledge of the existence of these substances on or in the subject property. 32 SITE AND IMPROVEMENT DESCRIPTION Flood Zone: National Flood Hazard y 1/'7151M rtVDD) MffW•I iaVA w :y?lN'1 ARt IS �fllfwraw. � � f is � w^ w.r r.«.«r.ar•f..•.r. _ �•'1'ta..a.rlfaf•�s.s.l- A0.Mw a•ra..i1aa01.►4 f«rD =V:1 ','7 (I'11 1•.' i .I- �'1 - 'w191t1:{M, +w.lr.ur ar arntw. µxm taa•.nwa �1.•1 (ir.�w.11F�4 .n... HM.rr..E H•.,+...fw " e E,,. 'VJI✓.M�4 O...ww i.w.t a••7•.n:•r 1 � - iIIKS"lli'l5•111'1 1 lei«.LM>h.�..f� ttaAW 4, ". Mase u•fa.t+«.•u• ♦ aw.......•unw.f..a.c. +Ul Wil a.h.I.••. ttpf Df a 4.•Inb •.t ' - is 7l.!•l Das fraW _I � w..t•+a.cta .v.+tpf I w s-w.nf..a pr.w.n asffe IF Ir Ah.. I !M.^.s:^ri...MI'tN•1.b•Myl nr•ie.fad n..e.....' ..r...,.n.tw..nnne l - 1 rnap rrc.ro rswf'fwa M•ww...s.R wew t.. - •ebfn M^4 a+e tr n-n s..nlM[..t.,y Ae wt -'r.F.: �! _-..__ m.ia�.r�.e.�e..w•ww.Im no p.w T,•! r <. r�- .. -, � k �r ,•�•'• B f.anw.a.f.a rpr ppMfl'•.{.14 ISaal a.r..Np. r1 I.�.VLi�i '..!'•.I...'an+K:wn.N nl.x�....I N...t i. The subject is located in the Town of Southhold Map 360813,Zone AE—depth 9 ft. 33 ` SITE AND IMPROVEMENT DESCRIPTION Comments: The parent land parcel is located in an established residential neighborhood proximate to major thoroughfares and is typical of neighboring properties. The physical characteristics of the site including the size and shape support the existing improvements. Since the nearby and adjacent improvements have existed on nearby sites for many years, it is reasonable to assume that there are no adverse elements which might threaten the existence of the building. Overall,there are no known factors which are considered to prevent the site from development to its highest and best use, as if vacant, or adverse to the existing use of the site. Improvements— The subject improvements consist of a 1 and partial 2-story, wood-frame restaurant. The improvements were constructed in 1960 and have been periodically renovated, updated and maintained. Based on Marshall & Swift Cost Service data, the economic life of a similar structure is 45 years. Due to the extensive maintenance during the subject's life, the effective age is considered to be 5 years resulting in accrued physical depreciation totaling 11%. The structure has wood or vinyl siding with wood roof trusses and a plywood deck with a felt and composition shingle cover. The south roof panel is improved with a solar electric array that is judged to total approximately 1,0001 sq.ft. The foundation is a combination of a concrete slab and concree block supporting a wood frame floor truss system with a wood subfloor. The flooring consists of hardwood floors, red lay tile and carpeting over pad. There are 3 restrooms; women and men's restrooms are located in the bar area and an office and employee restroom is located in the kitchen. The walls are a combination of painted sheetrock and paneling. The bar area has extensive wood panelling and wood bar. There is a smaller pass-through bar that serves the bar terrace area. 34 ASSESSED VALUE AND REAL ESTATE TAXES A major source of revenue for municipalities is property tax receipts. Based on the concept that the tax burden should be distributed in proportion to the value of all properties within a taxing jurisdiction, a system of assessments is established by the local assessor. Theoretically, the assessed value placed on each parcel bears a definite relationship to market value so that properties of equal market values will have similar assessments, and properties of higher and lower values will have proportionately larger and smaller assessments. The subject property is assessed by the Property Division of the City of New York Department of Finance. The property is identified as District 1000, Section 15, Block 9, Lot 8.001'. The real estate taxes for the property are based on local tax assessment practices, existing assessments and changes in market value, and changes in the tax rate. The subject property is located on the tax rolls of the Town of Southold. The assessed value is $28,3000 resulting taxes totaling $20,069. 35 HIGHEST AND BEST USE Fundamental to value concepts is the theory of Highest and Best Use. According to the Dictionary of Real Estate Appraisal Fourth Edition (1993), a publication of the Appraisal Institute, highest and best use is defined as: "The reasonably probable and legal use of vacant land or an improved property, which is physically possible, appropriately supported, financially feasible, and that results in the highest value." Based on the definition set forth above, we have evaluated the site's highest and best use both as vacant and currently improved. In both cases, the highest and best use must meet four criteria. The use must be: 1. Physically Possible Use—Uses which are physically possible for the site in question. 2. Legally Permissible—Uses permitted by zoning and deed restrictions on the site in question. 3. Financially Feasible — Possible and permissible uses which will produce a net return to the owner of the site. 4. Maximally Productive — Among the financially feasible uses, that use which will produce the highest net return or highest present worth. The highest and best use of the land (site) as if vacant and available for use may be different from the highest and best use of the property as improved. This will be true when the improvement is not an appropriate use and yet contributes to total property value in excess of the site value. Highest And Best Use As Vacant: Physically Possible: Physical Criteria presents the broadest range of possible uses for the subject site as vacant. In determining the physical possibilities of the land, the appraisers considered the property's size shape, topography, utility and location. The subject is a 1 and partial 2-story restaurant structure that is fully submerged underwater. Only uses that conform to marine uses are physically possible Legally Permissible: Legal restrictions as they apply to the subject property, involve the public restrictions of zoning and the private restrictions of easements and restrictive covenants. According to our understanding of the zoning ordinance, noted earlier in this report, the site may be improved with structures that accommodate a variety of residential and community service uses. The permitted legal uses for the site are outlined in the zoning section of the report. The subject is suited for a waterside facility such as a marina or dry dock storage and repair. 36 HIGHEST AND BEST USE Financially Feasible: The determination of financial feasibility is dependent primarily on the relationship of supply and demand for the legally probable land uses versus the cost to create the uses. As discussed previously in this report, the subject market is generally stable. Underwater uses are becoming more desirable from a business standpoint. There is a shortage of dock space due to environmental regulations. Underwater agriculture is growing. Feasible uses are numerous and point to financial feasibility for 1 and partial 2-story restaurant structures. Maximally Productive: This analysis addresses the use which creates the highest value to the subject property. In most instances the highest value, and corresponding use, will be dictated by the preceding three criteria. Evaluating the site as currently vacant and available for development would likely be a marine use. Conclusion: As Vacant In arriving at our conclusion of highest and best use, we considered all of the factors noted above and based on this analysis it is our opinion that the highest and best use of the subject site as vacant would be for development with a marine or supporting use; such as a marina or supporting use such as a restaurant, dock, fuel terminal or marine agricultural use (oyster beds or similar). As Improved The subject improvements contribute to value over the value of the underlying site. There are no alternative uses that would warrant razing the existing improvments. Consequently, it is my opinion that the highest and best use of the site is the current use as a waterside restaurant. 37 ` VALUATION The valuation process begins when an appraiser identifies the appraisal problem and ends when a conclusion is reported to the client. Each real property is unique and many different types of value can be developed for a single property. The most common appraisal assignment performed is to provide an opinion market value. In these assignments, the ultimate goal of the valuation process is a well-supported value conclusion that reflects the relevant factors that influence market value of the property being appraised. An overriding principle throughout the valuation process is the Principle of Substitution which affirms that the value of the property being appraised does not exceed the cost of acquiring, without undue delay, a substitute property of equal or similar desirability providing equal or similar benefits of income and/or amenities. To achieve this goal, an appraiser studies a property from three difference viewpoints, which correspond to the three traditional approaches to value. The three approaches are interrelated; each requires the gathering and analysis of sales, income and cost data that pertain to the property being appraised. SALES COMPARISON APPROACH This approach also has as its basis the "Principle of Substitution" which implies that a prudent person will not pay more for a property than it would cost to purchase a comparable substitute property. The Sales Comparison Approach can be used to develop both land and improved property value indicators. In this approach, the subject property is compared to sales of similar properties. The sales are analyzed and compared to the subject for such items as property rights appraised, market conditions, location, condition, size, etc. Adjustments for differences are made where appropriate and so indicated by the market. The subject property is the constant and the comparables are adjusted to it. The adjustment process is a function of market analysis, appraisal experience and judgment. The process develops an indication of what the comparable sales would have sold for had they possessed all the relevant physical, locational and economic characteristics of the property being appraised. The value indicators derived from the data are then correlated into a value opinion based upon the logical conclusions of the appraiser. INCOME CAPITALIZATION APPROACH This approach is a method of valuing future benefits in the form of anticipated income and capital gain at resale; it is applied to properties purchased for the income they will generate. Investment properties are normally valued on their ability to produce income,the security of that income stream over a period of time, and the potential gain in revenue (overall property appreciation) over the anticipated holding period. Generally,the steps include: • Establishing gross income through analysis of present reported income leases) or by estimating economic rent. • Deducting operating expenses to arrive at a net income before debt service. • Formulation of overall capitalization and equity yield(discount)rates. • Conversion of net income into a capital value by application of the derived rates. 38 VALUATION THE COST APPROACH This approach is a method whereby the "replacement cost new" of a structure is estimated. Replacement Cost is the cost of construction for a building, having utility equivalent to the building being appraised but built with modern materials, according to current standards, design and layout. It includes all costs; direct (hard) and indirect (soft). The total cost, arrived at by multiplying the square foot area by square foot replacement cost factors, are derived from building cost manuals such as Marshall Valuation Service. The replacement cost estimated is then adjusted for allowances to reflect depreciation, that is, the condition, utility and economic factors affecting the building. To the adjusted cost figure is added the value of the land. It is in essence a value by summation that is the value of the land plus the depreciated value of the improvements. The Cost Approach is particularly applicable when the property being appraised involves relatively new improvements which represent the highest and best use of the land or when relatively unique or specialized improvements are located on the site and for which there exists no comparable sale properties. RECONCILIATION OF VALUE The reconciliation is dependent on the appraisal problem,the approaches utilized, and the reliability of the value indications derived. It is the final step of the appraisal process. The reliability of the market data utilized and the overall applicability of each approach is re-examined. The appraiser considers the relative applicability of each of the approaches utilized, examines the range between the value indications, and places major emphasis on the approach that appears to produce the most reliable solution to the specific appraisal problem. Based upon this analysis, the value indications are reconciled into a Market Value. Only under optimum conditions when all factors affecting value are in balance will the opinion of Market Value developed with the three approaches coincide. Under normal market conditions, the indicated values developed in one approach or even two approaches will be more significant than the other value(s)developed. VALUATION METHODOLOGY In this assignment, we have considered the practicality and reasonableness of utilizing the three traditional approaches to value, namely the Cost, Sales Comparison and Income Capitalization Approaches. The Income Capitalization Approach and Sales Comparison were not utilized. As per the client's instructions, only the Depreciated Replacement Cost utilizing the Cost Approach has been considered. 39 VALUATION This approach is a method whereby the "replacement cost" of a structure is estimated either by unit survey, contractor's certified estimate of other qualified expression of present cost. The cost figure then adjusted by allowances or additions, which reflect the condition of the building, i.e., its reparable aging, its irreparable features. To the final figure is added the value of the land. It is least applicable in the valuation of older buildings except instances involving remodeling, conversion of rehabilitation where historic cost factors may apply. In the use of the subject, gut renovation would constitute applicability. Replacement cost is the cost of construction for a building, having utility equivalent to the building being appraised but built with modern materials, according to current standards, design and layout. It includes all costs direct(hard) and indirect(soft). The total cost, arrived at by multiplying the square foot area by square foot replacement cost factors, is derived from building cost manuals such as the Marshall Valuation Service. The main structure has a gross building area that totals 3,352 sq. ft. The Marshall Valuation Service Unit Cost Factor for restaurants — Section 13, Page 14, Class C, Excellent and various site improvement unit prices were utilized to determine the Direct Cost for the subject — consideration is given to the location at the extreme eastern end of Long Island with added costs for delivery of the various building components. Other Multipliers/Factors 1,000 sq. ft. solar array. HVAC system designed for humid conditions and high capacaty service. Wet sprinkler system for all enclosed areas 160 pile foundation Local Multiplier—Suffolk County- $1.050 Current Cost Multiplier- $1.0150 Soft Costs— Loan Fees, Appraisal& Consultant Fees,Permitting Costs—7% Engineering Fees— 10% 40 VALUATION Depreciation— The estimation of depreciation from all causes is subject to many variables. The three basic terms are physical, functional, and economic. Physical Depreciation— This related to the deterioration of physical components of the building. Physical Depreciation can be curable or incurable depending on the cost to cure. The subject building represents a 59 year old structure that has been periodically renovated and continuously maintained taking into account the location proximate to the Gardiner's Bay and extreme weather conditions. Restaurant buildings such as the subject is assumed to have an economic life of 45 years and an effective age of 5 years. This is due to the requent periodic maintenance and renovations (which are due to the extreme weather conditions noted above. The net effect of this frequent periodic maintenance results in the extension of the economic life and a shortened effective age. Functional Obsolescence— This is related to some deficiency in the structure, which may or may not be economically feasible to cure through a modernization program. Obsolescence can be curable or incurable and is generally due to age, style, layout or design. The difference in cost to cure such deficiencies and the cost new, in place, is the economic measure of this item. The subject upon completion of renovations is expected to be remain competitive in its market and well received by the market. Accordingly, it is my opinion no functional obsolescence exists at the subject. Economic Obsolescence— Economic obsolescence caused by adverse external property factors, that results in some degree of market rejection, the extent of which is measured or calculated by the loss in market value. Since economic obsolescence is not inherent in the improvements, its adverse effect on value may affect the land value, improvement value or both. Market rents are at sufficient levels to warrant the risks associated with new construction. As such, it has been determined that the subject does not suffer from economic obsolescence. Depreciated Cost Approach Estimate The indicated value via the Cost Approach utilizing Marshall Valuation Service data is displayed below: 41 VALUATION DEPRECIATED REPLACEMENT COST NEW-NET OF LAND VALUE 40200 Main Road Orient,Town of Southold,Suffolk County,New York Total Building Area- 3,352/SQ.FT. Above Grade Base Price per square foot(Section 13,Page 14 Class C,Excellent) $300.00 Height Multiplier(1/2%per floor above 3) 1.000 Perimeter Multiplier 1014 Current Cost Multiplier-(adjustment for recent price increases) 1.050 Local Cost Multiplier-Suffolk County 1 300 (adjustment in cost from national averages for differences in location) Indicated Cost per square foot $138 $41523 Restaurant 3,352 sq.ft @ S41523 $1,391,865 $1,391,865 Sprinkler System 3,352 sq ft @ $426 $14,280 $14,280 Solar Electric Array 1,000 sq ft @ $1500 $15,000 $15,000 Reating/Cooling Adjustment 3,352 sq ft.@ $8500 $284,920 $284,920 Site Preparation 4,000 sq ft @ $25.00 100,000 Paving/Curbs/Sidewalks 1,000 sq ft @ $25.00 25,000 Landscaping 500 sq ft @ $12.00 6,000 Terrace/deck area 1,200 sq ft @ $12500 150,000 Piling Adjustment 160 piles @ 35 linear ft. 5,600 lin ft @ $4300 332,304 Setup and dismantling 30,222 Cost before profit $2,319,368 Soft Costs-Loan fees,appraisal fees,mortgage broker-10% 7.00% $162,356 Architectural&Engineering Fees 10.00% $231,937 Total Direct Costs $2,7139661 Estimated Cost New Less Depreciation Functional 0.0% $0 Physical 111% $301,216 Economic Obsolescence 00% $0 Total Depreciation(all sources) $301,216 so Indicated Value $2,412,445 Indicated Depreciated value via the Cost Approach-NET OF LAND VALUE $2,400,000 Conclusion Therefore, it is my opinion that the Market Value of the depreciated replacement cost of the subject property (net of land value)as of May 16, 2019 was: TWO MILLION FOUR HUNDRED THOUSAND DOLLARE $2,400,000 42 ADDENDA 1 QUALIFICATIONS ROBERT LAMAR STACK,MAI,FRICS APPRAISAL EXPERIENCE Mr. Stack is the principal of Robert Lamar Stack, MAI, FRICS After a 21-year career with three Class I Railroads; the Chicago Northwestern, Illinois Central and the Southern Pacific Railroads and the Bureau of Explosives of the Association of American Railroads in a variety of operating and management positions Mr. Stack became involved in real estate. Beginning in 1982 and prior to becoming a real estate appraiser, Mr. Stack was a real estate broker with his own firm in San Antonio, Texas. Beginning his appraisal career in 1988, Mr. Stack was a senior real estate appraiser with Cushman & Wakefield in San Antonio, Texas. Upon becoming a member of the Appraisal Institute (MAI), Mr. Stack was appointed Vice President of Real Estate Research Corporation (RERC) in Houston, Texas. Mr. Stack was also a senior member of the Valuation Advisory Group of Arthur Andersen, LLP in Houston, Texas. Mr. Stack's experience includes the valuation of regional shopping malls, office buildings, industrial/warehouse properties, Warehouses, architecturally significant structures, historic single- family residences and various special use properties as well as over 115 gasoline service stations in the northeastern and western United States. Additionally, Mr. Stack has performed various studies and analyses as well as providing litigation support for ad valorem tax suits, numerous civil litigation cases. Mr. Stack has been qualif ed'as an expert witness in the New York State Court of Claims; the Suffolk County, Massachusetts Supreme Court and the New Jersey Chancery Court as well as testifying in various other legal proceedings. Mr. Stack has appraised property in throughout the Mid-Atlantic and Northeast Region including New Jersey, New York, New Hampshire, Connecticut, Maryland, Massachusetts, New Hampshire, Rhode Island, Pennsylvania and Virginia and numerous other states throughout the nation. He has also been a guest lecturer at the University of Texas-San Antonio and Baruch College of the City University of New York and an instructor with the Professional Development department of the Tri- state Chapter of the Royal Institution of Chartered Surveyors. 1 QUALIFICATIONS PROFESSIONAL AFFILIATIONS MAI—Member of the Appraisal Institute FRICS—Fellow of the Royal Institution of Chartered Surveyors Certified General Appraiser—New York No. RG 46000040778 Certified General Appraiser—New Jersey No. 001849 Brotherhood of Locomotive Engineers (BLE)—retired member EDUCATION Illinois State University—Normal, Illinois University of Missouri—Bachelor of Arts, 1977 PUBLIC SERVICE Women's Studio Workshop—Rosendale,New York—Board of Directos Ocean Beach Community Fund—Ocean Beach New York-Volunteer Ocean Beach Downtown Rehabilitation Committee 2 GLOSSARY This appraisal report has been made with the following general assumptions: 1. No responsibility is assumed for matters involving legal or title considerations, nor is any opinion rendered herewith. It is assumed that title to the property is good and marketable and there are no encumbrances, which cannot be cleared through the regular process. All existing liens and encumbrances (if any)have been disregarded and the property is appraised as though free and clear under responsible ownership and competent management. 2. The information contained in this report and furnished by others is believed to be reliable, but no responsibility for its accuracy is assumed. The appraiser shall not be responsible for the accuracy or completeness of such information. Correctness of estimates, opinions, dimensions, sketches and other exhibits, which have been used in this report, are not guaranteed. This appraisal is made subject to the financial and other information submitted to us. 3. The Report assumes (a) responsible ownership, competent and prudent management of the Property; (b) there are no hidden or unapparent conditions of the Property, subsoil or structures that render the Property more or less valuable (no responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them); (c) full compliance with all applicable federal, state and local zoning and environmental regulations and laws, unless noncompliance is stated, defined and considered in the Report; and (d) all required licenses, certificates of occupancy and other governmental consents have been or can be obtained and renewed for any use on which the value opinion contained in the Report is based. 4. The appraiser has inspected the land by observation only. It is not possible to personally observe conditions beneath the soil. It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5. The physical condition of the improvements described herein is based on visual inspection. Since no engineering inspections or tests were conducted, no liability is assumed for structural soundness, condition of mechanical equipment, and plumbing or electrical systems. The opinion of value expressed in this report precludes any warranty on the part of the appraiser as-to the physical soundness, condition or functional adequacy of the property. It is assumed that all applicable zoning and use regulations and restrictions have been complied with, unless a non-conformity has been stated, defined, and considered in the appraisal report. It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local, state, or national government or private entity or organization have been or can be obtained or renewed for any use on which the value estimate contained in this report is based. 6. This appraisal assumes that the local and national economic conditions prevailing, as of the valuation date do not change over the foreseeable future. The projections of income and expenses, including reversion at the time of resale, are not predictions of the future. Rather, they are the appraiser's opinion of current market perceptions of what future trends will be. No representation is made that these projections will materialize. The real estate market is constantly changing. It is not the task of the appraiser to estimate the conditions of future real estate markets but rather to reflect what the investment community envisions for the future, and upon which assumptions investment decisions are based. 1 GLOSSARY 7. The appraiser is not an expert environmental inspector and therefore might be unaware of existing hazardous substances and/or detrimental environmental conditions which may have a negative effect on the safety and value of the property. It is possible that tests and inspections made by a qualified environmental inspector would reveal the existence of hazardous materials and/or detrimental environmental conditions on or around the property that would negatively affect its safety and value. It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and laws unless noncompliance is stated, defined, and considered in the appraisal report. Unless otherwise noted in the report, no apparent adverse conditions were observed by the appraiser. 8. The Americans with Disabilities Act (ADA) became effective January 26, 1992. We have not made a specific compliance survey or analysis of this property to determine whether or not it is in conformity with the various detailed requirements of the ADA. It is possible that a compliance survey of the property, together with a detailed analysis of the requirements of the ADA, could reveal that the property is not in compliance with one or more of the requirements of the Act. If so, this fact could have a negative impact upon the value of the property. Since we have no direct evidence relating to this issue, we did not consider possible non-compliance with the requirements of ADA in estimating the value of the property. 9. No environmental or impact study, special market study or analysis, highest and best use analysis or feasibility study has been requested or made unless otherwise specified in an agreement for services or in the report. The appraisers reserve the unlimited right to alter, amend, revise or rescind any of the statements, findings, opinions, values, estimates or conclusions upon any subsequent such study or analysis or previous study or analysis subsequently becoming known to him. 10. The appraisal values the property as described in this report and the areas and dimensions as shown herein are assumed to be correct. Areas and dimensions of the property and improvements, unless otherwise noted were not physically measured,but were furnished by the principal, or from a plot plan furnished by the principal. The appraiser has made no survey of the property and assumes no responsibility in connection with such matters. Any sketch or identified survey of the property included in this report is only for the purpose of assisting the reader to visualize the property. It is assumed that the utilization of the land and improvements is within the boundaries or property lines of the property described and that there is no encroachment or trespass unless noted in the report. 11. If the appraisal is based on proposed construction, or being made from plans and specifications, the appraiser assumes that the building will be finished, with good quality materials and with competent workmanship. Furthermore, the appraiser accepts no responsibility for any subsequent changes to proposed construction plans and specifications provided, nor the effect any alterations would have on the opinion of value. If the property appraised is encumbered by leases, and the opinion of value reflects such encumbrances, the appraiser assumes that the user or reader of the report has been provided with copies of said leases. 12. The value opinion expressed assumes complete fee simple estate, leasehold interest, or leased fee interest in the subject property with financing under normal terms and conditions. This value opinion does not apply to fractional interests and does not assume equal shares would result without consideration for a minority discount. 2 GLOSSARY This appraisal report has been made with the following general limiting conditions: 1. This appraisal is not to be used in whole or in part. The allocation of total value to land and /or building as shown in this report is invalid if used separately. No part of this appraisal shall be used in conjunction with another appraisal or analysis. Neither all nor any part of the contents of this report shall be conveyed to the public through advertising, public relations, news, sales or other media without the written consent and approval of the author, particularly as to the valuation conclusions, the identity of the appraiser or the firm which he is connected. This appraisal report is meant to be presented in its entirety. If this report is presented in any form other than its complete form, it becomes invalid. Except as may be otherwise stated in the letter of engagement,the Report may not be used by any person(s) other than the party(ies) to whom it is addressed or for purposes other than that for which it was prepared. No part of the Report shall be conveyed to the public through advertising, or used in any sales, promotion, offering or SEC material without prior written consent. 2. Any authorized user(s) of this Report who provides a copy to, or permits reliance thereon by, any person or entity not authorized by the appraiser in writing to use or rely thereon, hereby agrees to indemnify and hold its affiliates and their respective shareholders, directors, offices and employees, harmless from and against all damages, expenses, claims and costs, including attorneys' fees, incurred in investigating and defending any claim arising from or in any way connected to the sue of, or reliance upon,the Report by any such unauthorized person(s) or entity(ies). 3. The forecasted potential gross income referred to in the Report may be based on lease summaries provided by the owner or third parties. The Report assumes no responsibility for the authenticity or completeness of lease information provided by others. The appraiser(s) recommend- that legal advice be obtained regarding the interpretation of lease provisions and the contractual rights of parties. 4. The forecasts of income and expenses are not predications of the future. Rather, they are the Appraiser's best opinions of current market thinking on future income and expenses. The appraiser(s) make no warranty or representation that these forecasts will materialize. The real estate market is fluctuating and changing. It is not the Appraiser's task to predict or in any way warrant the conditions of a future real estate market; the Appraiser can only reflect what the investment community, as of the date of the Report, envisages for the future in terms of rental rates, expenses, and supply and demand. 5. Unless otherwise stated in the Report, the existence of potentially hazardous or toxic materials that may have been used in the construction or maintenance of the improvements or may be located at or about the Property was not considered in arriving at the opinion of value. These materials (such as formaldehyde foam insulation, asbestos insulation and other potentially hazardous materials) may adversely affect the value of the Property. The Appraisers are not qualified to detect such substances and recommend that an environmental expert be employed to determine the impact of these matters on the opinion of value. 6. Unless otherwise stated in the Report, compliance with the requirements of the Americans with Disabilities Act of 1990 (ADA) has not been considered in arriving at the opinion of value. Failure to comply with the requirements of the ADA may adversely affect the value of the Property. They recommend that an expert in this field be employed. 3 i GLOSSARY 7. If the Report is submitted to a lender or investor with the prior approval of Robert Lamar Stack, MAI, FRICS, such parry should consider this Report as only one factor together with its independent investment considerations and underwriting criteria, in its overall investment decision. Such lender or investor is specifically cautioned to understand all Extraordinary Assumptions and Hypothetical Conditions and the Assumptions and Limiting Conditions incorporated in this Report. 8. In the event of a claim against Robert Lamar Stack, MAI, FRICS or its affiliates or their respective officers or employees or the Appraisers in connection with or in any way relating to this Report or this engagement, the maximum damages recoverable shall be the amount of the monies actually collected by the appraiser(s) or its affiliates for this Report and under no circumstances shall any claim for consequential damages be made. 9. If the Report is referred to or included in any offering material or prospectus, the Report shall be deemed referred to or included for informational purposes only and Robert Lamar Stack, MAI, FRICS, its employees and the Appraiser have no liability to such recipients. The appraiser(s) disclaim any and all liability to any parry other than the parry that retained Robert Lamar Stack, MAI, FRICS to prepare the Report. 10. At the Client's request,we have provided an insurable value estimate. The estimate is based on figures derived from a national cost estimating service and is developed consistent with industry practices. However, actual local and regional construction costs may vary significantly from our estimate and individual insurance policies and underwriters have varied specifications, exclusions, and non-insurable items. As such, we strongly recommend that the Client obtain estimates-from professionals experienced in establishing insurance coverage for replacing any structure. This analysis should not be relied upon to determine insurance coverage. Furthermore, we make no warranties regarding the accuracy of this estimate. 11. By use of this Report, each party that uses this Report agrees to be bound by all of the Assumptions and Limiting Conditions, Hypothetical Conditions and Extraordinary Assumptions stated herein. 12. The appraiser is not required to give testimony or attendance in court by reason of this appraisal, unless arrangements have been previously made. Possession of this report or a copy thereof does not carry with it the right to publication,without the written consent of the appraisers. 13. This report and the value conclusion do not presume to advise as to the amount of money, which might safely be advanced to the property being appraised, should such be used for security for mortgage loan underwriting purposes. This appraisal report has been made with the following extraordinary assumption(s) and/or hypothetical conditions. Extraordinary Assumption— None Hypothetical Conditions— None 4 ' GLOSSARY AIIARIET VALUE: As referred to in this appraisal, market value has been defined as "the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus." Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: • Buyer and seller are typically motivated. • Both parties are well informed or well advised, and each acting in what he considers his own best interest. • A reasonable time is allowed for exposure in the open market. • Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto. • The price represents a normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. Source: Office of the Comptroller of the Currency under 12 CFR,Part 34, Subpart C-Appraisals,34.42 Definitions(f). HIGHEST and BEST USE: The reasonably probable and legal use of vacant land or an improved property,which is physically possible, appropriately supported, financially feasible, and that results in the highest value. The four criteria the highest and best use must meet are legal permissibility, physical possibility, financial feasibility, and maximum profitability. VALUE AS IS: The value of specific ownership rights to an identified parcel of real estate as of the effective date of the appraisal; related to what physically exists and is legally permissible and excludes all assumptions concerning hypothetical market conditions or possible rezoning. PROSPECTIVE VALUE: A forecast of the value expected at a specified future date. A prospective value estimate is most frequently sought in connection with real estate projects that are proposed,under construction, or under conversion to a new use, or those that have not achieved sellout or a stabilized level of long-term occupancy at the time the appraisal report is written. See also date of value estimate;value as is. RETROSPECTIVE VALUE: An estimate of value that is likely to have applied as of a specified historic date. A retrospective value estimate is most frequently sought in connection with appraisals for estate tax, condemnation, inheritance tax and similar purposes. 5 GLOSSARY USE VALUE: The value as a specific property has for a specific use. INSURABLE VALUE: The portion of the value of an asset or asset group that is acknowledged or recognized under the provisions of an applicable loss insurance policy. INVESTMENT VALUE: The specific value of an investment to a particular investor or class of investors based on individual investment requirements; distinguished from market value, which is impersonal and detached. See also market value. GOING CONCERN VALUE: The value created by a proven property operation; considered as a separate entity to be valued with a specific business establishment; also called going value. See also business value. FEE SIMPLE ESTATE: Absolute ownership unencumbered by any other interest or estate subject only to the limitations imposed by the governmental powers of taxation,eminent domain,police power and escheat. LEASED FEE INTEREST: An ownership interest held by a landlord with the rights of use and occupancy conveyed by lease to others. The rights of the lessor(the leased fee owners) and the leased fee are specified by contract terms contained within the lease. LEASEHOLD ESTATE: The interest held by the lessee (the tenant or renter) through a lease conveying the rights of use and occupancy for a stated term under certain conditions. MARKET RENT: The rental income that a property would most probably command in the open market; indicated by the current rents paid and asked for comparable space as of the date of the appraisal. OVERALL CAPITALIZATION RATE: An income rate for a total real property interest that reflects the relationship between a single year's net operating income expectancy and the total property price or value; used to convert net operating income into an indication of overall property value. 6 GLOSSARY EQUITY YIELD RATE: A rate of return on equity capital as distinguished from the rate of return on debt capital (the interest rate); the equity investor's internal rate of return. The equity yield rate considers the effect of debt financing on the cash flow to the equity investor. GROSS INCOME MULTIPLIER(G.I.M.): The ratio between the sale price (or value)of a property and its effective gross income; a single year's GIM expectancy or an annual average of several years' GIM expectancies. COOPERATIVE INTEREST: The ownership interest component of the shares attributable to the cooperative unit, exclusive of the prorate share of the blanket mortgage or mortgages. CONDOMINIUM INTEREST: A form of fee ownership of separate units or portions of multi-unit building that provides for formal filing and recording of a divided interest in real property. A multiunit structure or property in which persons hold fee simple title to individual units and an undivided interest in common areas. MARKETING TDIE(PROSPECTIVE): "Reasonable marketing time is an estimate of the amount of time it might take to sell the interest in real property estate at its estimated market value level during the period immediately after the effective date of the appraisal." Marketing time differs from exposure time - which is always presumed to precede the effective date of an appraisal(see Exposure Time). EXPOSURE TIME(RETROSPECTIVE): "The estimated length of time the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal; a retrospective estimate based upon an analysis of past events assuming a competitive and open market." Exposure time differs from marketing time-the latter is the period immediately after the effective date of an appraisal (see Marketing Time). The exposure time varies for different types of real estate under various market conditions. The reasonable exposure period is a function of price,time and use(zoning). NET LEASE: A lease in which the tenant pays all property operating expenses in addition to the stipulated rent. GROSS LEASE: A lease in which the landlord receives stipulated rent and is obligated to pay all or most of the property's operating expenses and real estate taxes. 7 GLOSSARY RENTABLE AREA: The amount of space on which the rent is based;calculated according to local practice. USEABLE AREA: The actual occupiable area of a floor or an office; computed by measuring the finished surface of the office side of corridor and other permanent walls, to the center of partitions that separate the office from adjoining usable areas,and to the inside finished surface of the dominant portion of the permanent outer building walls. The useable area of a floor is equal to the sum of all usable areas of that floor. No deductions are made for columns and projections necessary to the building. (BOMA) See also architect's standard net assignable area. FLOOR AREA RATIO(FAR): The relationship between the above-ground floor area of a building, as described by the building code, and the area of the plot on which it stands; in planning and zoning, often expressed as a decimal, e.g., a ratio of 2.0 indicates that the permissible floor area of a building is twice the total land area; also called building to land ratio. See also land to building ratio. LAND TO BUILDING RATIO The proportion of land area to gross building area;typical land-to-building ratios for properties combine land and building components into a functional economic unit. GROSS BUILDING AREA(GBA): The total floor area of a building, including below-grade space but excluding unenclosed areas, measured from the exterior of the walls. See also area. EXTRAORDINARY ASSUMPTIONS: An extraordinary assumption is defined by the USPAP (2005 Edition, The Appraisal Foundation) as "as assumption, directly related to a specific assignment, which if found to be false, could alter the appraiser's opinions or conclusions. Extraordinary assumptions presume as fact otherwise uncertain information about physical, legal or economic characteristics of the subject property; or about conditions external to the property, such as market conditions or trends;or about the integrity of data used in an analysis" HYPOTHETICAL CONDITIONS: A hypothetical condition is defined by the USPAP 2017 Edition, The Appraisal Foundation) as "that which is contrary to what exists but is supposed for the purpose of analysis. Hypothetical conditions assume conditions contrary to known facts about physical, legal, or economic characteristics of the subject property; or about conditions external to the property, such as market conditions or trends; or about the integrity of data used in an analysis." 8 SUMIDIRG DEPARTIMENT-Ebaddca w'IN m OF SOUTHOLD CD Town 2 6 2019 Sautkod'dil New Y,o'blk I 1IM-Q' Slas Tetaa(63t)M-UW-FAX(624)M54=, rt 0 erra-southoldtownny.gov - seandCc_DsQuthoIdtownn\/..qo APPLICATEON FOR ELECTRICAL ENSPECT,t-f-112 1ELECTRICIAN WFORMATION olte'r I -z- ComipamjyRama: TWO CMtVC- L-f'(-6CT!&1C, AJC- Namet ucemse MDL: b C- emalt//77d 0 Address-. yo . )1 9A p hiama.No.". 5 go 4,08,SITE WFORMAMON ((Alli wromm,titin ftotedo 1 1* 0 Addrem: D lk.4,,d x,/ cross Street. 15111911c) Z-1. 0'-fe'? -7 - BlidqPem ilt � laft Tax Map Distri"et =Q) Secuarr. a/ 5 Bradt 07 Liat ;F. BRIEF DESCREPTIC U OF WORK(Ptease Plii hil CtaaflY, l 'i 6-w t/A 7? Meta AR That Apply/t aI/ND; Runt Is job)rea.dcy/fr hapec-d"an'k YES(cg? DO)you need a Tat mp cedficatel., tz, u%d cls iTamp lmdbrwation.- SaWltQ&alocli P3L S ph arx-p—, otd to IN,Ilan a)m-Ste Raw,tan ed-Ras Row,mmad, Sawift,Rkacauatoemdl-LWattTiau md-0twhead Umdwigriaunt di Wwahs( GiL Plabz Wed,Wamarm&NCUST PXYMENT DUE WITHI APPUCAT LOU SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF APPROVAL OF FOOD SERVICE ESTABLISHMENT 40 FOR CONSTRUCTION, ALTERATION OR REMODELING Applicant Establishment Location Orient by the Sea 40200 Main road Orient, NY 11957 Approval is issued under the provisions of Article 13, Section 1304 of the Suffolk County Sanitary Code for: 1) _ New Application 2) _ Remodeling THE FOLLOWING CONDITIONS APPLY: 1) PROPOSED CONSTRUCTION IS IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THIS DEPARTMENT. 2) REVIEW IS BASED UPON THE APPLICATION, PLANS AND MENU YOU PROVIDED. ANY CHANGES REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF HEALTH SERVICES BEFORE THE CHANGES CAN BE MADE. 3)THE APPLICANT MUST CONTACT THE FOOD CONTROL UNIT AT 631-852-5873 TO ARRANGE AN INSPECTION OF COMPLETED CONSTRUCTION PRIOR TO OPERATION. 4)THIS CERTIFICATE IS NOT A PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT.OPERATION WITHOUT A SATISFACTORY PRE-OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE WILL RESULT IN LEGAL ACTION. 5)PLEASE MAINTAIN YOUR SET OF APPROVED PLANS AT THE ESTABLISHMENT FOR USE DURING CONSTRUCTION AND INSPECTIONS. 6)THIS APPROVAL DOES NOT CONSTITUTE APPROVAL BY ANY OTHER STATE OR LOCAL REGULATORY AGENCY. 7) THE APPROVAL TO CONSTRUCT IS VALID FOR 2 YEARS. AN EXTENSION MAY BE GRANTED UPON WRITTEN REQUEST WITHIN 30 DAYS OF EXPIRATION. 8) THE APPLICANT SHALL ASSURE CONFORMANCE WITH THE FOLLOWING AMENDMENTS TO PLANS AND SPECIFICATIONS: Hot water heater must pass field test ISSUED FOR THE COMMISSIONER OF HEALTH %Zaa� ).P 1/7/2020 DESIGNATED REPRESENTATIVE DATE TRAINING AND PLAN REVIEW UNIT 360 Yaphank Ave.Yaphank,N.Y 11980(631)852-5873 05/10 3'4 M ems .� apww � .a- -_—•~ EBEEZEB VEOETABIC/PR[PCtX,LP¢ R aru�mim. aIv Pr B I' T 1 0• -TS' 9'�• 3 f6.Bd7//I'�L'� M1 - u - 155• G emniCJ - /1 I"'• Z ItL�� Q © -0• vvvne,a.v.uv m IBA6 n ET AREA I a BwLDwc i� 6 ami °Y .woK TORE RFMOVFO / ONf7FUCTED) � cme• .1w• I Tw• r w• ,ra• M r (D/ ' a r n , • i /ry.� O y�EK.KRCH[N � PmrV icwcm "' - -• .. l owituwrrtu,m 4 's .. ,DdK• -]'�} W 4• t��v.,�,_� r - — Z - e , i 10TCHEN/MEaUWMENTSPEaFICATIONt ME _ X I p a •.�, Et!154NG EAn DEOL KN m swePovvc.w�w+a i° - a wom cw.+x. r: m u 7 a „ •- ,I•s 1 �a�W sa 9 as wx6m.e BK• P 8• �l'bK• �� r^ � it vDwts[�la'A,PL,a2ER..,@6 �A arm a Ell Ell U Said Lem6aaTNwaV¢Kea.R6roca9t„eE as' UK=TOBEINMLUDN11 TTOBEROVI Iv ud %Lf: G OS�gSS RTO M. GDA b Sana maaKiPam Ty�+rs,�,'�b wa7`y E e u agxiHm ALLPIDIWC=MACE MID COUNTER SPACES SifALL BE ICCIANA COPMLNNT _ ” >•aw ''CO0°`�n`"':"`T`" DECluvnoN Ewnuic vROPOSEn IX6E1NG ie iw.n �`aq n E M4J 3O,DtfmiA adCia9 - _ K[Wd tNICOU[0. u idnAa mL:6aain PROPOSED BOOR PLAN 16 9Ad GWfaWxIX AIE,Vt•IP uiw BAR SECTION A_3 fCME NOT TO 1CAlE DEPARTMENT OF HEALTH PLUMBING NOTES KITCHEN, - D.ALLPLUMBINGWORKSHALLBEPERFORMED BYAMMSED 1)ALL LIGHTING W FOOD PREPAREASTD BESHIELDED WITH SHATTERPROOF PLUMBING CONTRACTOR V®P„..r,u nPm°"'Bul�`AORT n°u�l `MATERIAL 2)ALLWORK SHALL SHALL FULLY MEETOR EXCEED THE A Gfw� uvmiaomiNaL rteamuneaaeP 2)SPLASH GUARDS TO BE INSTAUMB MWITN EACH AND ALL SINK AREAS(TYP) -REQUIREAIENTSOFNATIONALSTATECOUNTY,MUMOPALRYAND 3)SEPARATE I COMPARTMENT FOOD SINKW/COUNTERWORK AREA FOR OTHERAUTHORRIESHAVNGJURISDICTION ANYWORKNOTSUBIEcT m ' FOOD PREP ONLY TO THE APPROVAL OFTHE AVIHORM HAVING RIRISDICTION SHALL n SEPARATE 34OMPARTMFNT SINKV/(2)DRAIN BOARDS TO BE USED FOR BE GOVMW BY THE NATIONAL PLUMBING ODE AND THECOUNTY .e -WARE WASH ONLY HEALTH DEPARTMENT. 5).3 WALLMOUNTED HANOWASH SU 110 WITH DISPENSED SOAPAND HAND 3)THE CONTRACTOR SHALL ASSUMEALL RESPONSIBILITY FORTHIER vAart �Vp DRYINGFACIlR1ES IOCATEDWTH OBSTRUCTED NEWS IN FOOD PREP WOMAN D SHALLGUARANIEETHEAC"OF HIS CONTRACT - wnrt y AREA. + 4)THE PLUMBING CONTRACTOR SHALL CONSULTAND COOPERATEWTTH, ANMSYSfEM ANOM000 _ moa rofrort _ 6)ALL FOOD SERVICE EQUIPMENT TO MEET NSP STANDARDS .ALLOTHERTRADESIN OSHEATO AVOBIINTERFEUNCE DURING DETAl15 TO FOLLOW Nasnrt� aao _ INSTALLATION OF PIPING.EQUIPMENT,ETC RETTROOML L1S IID a 5)SANITARY DRANAGEAND VENT PIPING ABOVE GROUNDWITHIN BUILDINGSr. 1)DOORSTOBESEIF{LOSING. ,} SFULLBE WEA LESS CAR IRON - • ! 2)ARFASTOBEMECLSANICALLY VVVEDDNTTOTT{€€ff00 6).WATERDumou ION PIPING WITHIN BULLDWG'SHALL BE COWER PIPE OR I 3).FLOORS TO BE.IFS AND WALLSTO BE GLOSS ENAMEL COWER TYPE L' " USE AND OCCUPANCY QASSIFTCATION. 4)$INKS TO HAVE MIXING VALVES.SOAP DISPENSERS AND HAND DRYING TOWELS 7)CONTRACTORS HALL INSTALL PRE INSULATION REQUIRED TO MINIMIZE HEAT (CAOIIP A-2 5).IMB4J I BATHROOM TO BE IC4AN$I COMPIWTT. - GAIN AND LOSS,AND PREVFMCONDENSA.ON ON PIPING. - 8).ALL PWMBINGFDSNRES CONNECTEDTO THE SANITARY DRAINAGESHALL Sa BURDWG PLUww_ BE PF.OVIDED WITH AN APPROM P-TRAP 10.ALL FOOD RELATED DRAINS SHALLB INDIRECTLY CONNECTED WRCAP) 9).INSTALLATIONOFCASEQUIPMENTANDPmNG SHALLBEINACCORDWTTH I'm EGRFS AS PE0.5E7.1003 TO WASTIELINEIASPEREQUiPMEN SCHEDULE APPLICABLE AMERICAN HATIONALITA14DAADS WSTITUTEMD THE RULES AND 2)ALLWATER SUPRYANDOONN EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL CJS UTILITY E)MS PERTA®E 1005 _TA RALTOFIOW. 10)MlY3COMPARTMEMSINKS.FOOD PRFPSNKT,REFtUGERATORL FREEZERS. z SURFACES KE MAImU.fFSALL BE AN INDIRECT CONNECTION:DISH WASHERS AND SHOULD 11 KITCHEN WALLS TO BE STANLESS Sr SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRER CONNECTTO A VENTED FLOOR TRAP. 4 SURFACES. INTERIM INTERIM FWISHE.4M,E WTABLE 803.11 NYS CODE 23.KITCHEN CEILING TO BE GLOSS ENAMEL SURFACE AND RAINUSS EXHAUST HMO OVER.COOK LINE AREA= ELwr7- cALNOTES 3)KITCHEN FLOORS TO BE COMMERCIAL GRADE U4'ARMSTRONG TIIES OVER 3/4" 1)ALL EIECDUCALWORK SHALL BE PERFORMED BY A LICENSED ! EIERNCALCONTRACTOR pEu Fp[s Nm ae PITCHEN FLoo - r7 4).KITCHENFTWAU.J INrSFOPP.FOOFCLEAM STORAGE AND TOM AREAS TO BE Z}THE EQUI ELECTRICAL ATIONATIONDWL CODILTHENLTHE G COVEPEDAONSTRU INTFORFltdECr DRODE - •REQUIREMINSSOFTHENA.ONALEMAPP'ALCLELOCA NODES 5) LWYORX ALLARFAS CONSTRUCTEDTO BEINSERAND RODENT-0AOOF. ANDDSTATEBUIDIDING CODE AND ALLOIHERAPPUCABLE LOGV.CODFS AND ORDINANCES 1)YTIA.ON - 3).TORK ANDS CTOHALL UARAN THEWME ALL RESPOF CONTRACT.TY HD0. _ gmwinnoe� T)SERVICEABLE G MGARFATO AND PROTECTION E%STEM. OD WTI4 WORK OFCONDCOO SEAVICEABIE GREASEFILTERS V% FIREEPROTSIDOF SYSTEM 4)WITH AHE LL OTHER CONTRA IN OR EALTOA OIDIN IR COOPERATE �u�eortape 2)12'OVERHANGAND VENTTHRU RppFOOUGH BU AREA _ NSTUAT OTHER TRADES W OTHERTO AVOID NTERRRENCE DUNNG _ 3)ALLCAFE AREAST0 BEDVR VENIEb THROUGH BUILDING OUT OF ATTIC NRAW.ON OP WIPWGEWIPMENL ETC. EXHAUSTFANS. ' 5).THE EXACT LOCATION OFALL CONDUITS,PANED:FIXTURES.ETC" 4).SMOKING D NOT PETU.ITTTEDANYERE ON PREMISES OR PROPERTY, SHALL BE DETERMINED IN THETEID ' - hhhhhh 6)THE MOUNTING HPGHT OF ALL RECEPTACLES SHALL BE rAFF', pec Rv°rtsi�m- _ WASTE i LIGHT SWITCHES SHALL BE MOUNTED 4m`AFF AND ALL PANELS SHALL 1)CARBAGESTORAGEUENCIDSED DLOCATED ON SMOOTH BUCK BE AT 6'-OY'AFFTOTHE TOP OFTHE PANEL UNLESS OTHERWUENOTED - CONCRETESVRFACEIDCATFDINGAREA T)ALLPOWE0.WRNGSHALLBE COPPER/GAWK MNUWMSDE SOUR.ORMtWED/BAWGORLARGERANDWSULATECL a 4 UTILITY ROOM 8).ALL EIECTIICAL EQUIPMENTS14AM BE GROUNDED IN FULL ACCORDANCE I 11.SEPARATE ENCLOSED UTILITY ROES USED FORMOP SINK DRYING WIT�f NEC AND LOCAL CODE REQUIREMENM AND BE DL LISTED ' CLIMATIC&GEOGRAPHIC CESIGN CR11ER1A �D STORAGE RACKFOR ALL CLEANSERS.CUANINGSU WUES AND •9)CASH REGISTER COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE V WASHER/DRYER ANO RESTRICTED TO OPERATIONS OF 101 ALLWRINGTO EQUIPMENTSHALL BEOF PROPER SIZEAS PER CODECS) 1. ERABWHMFNT ONLY a AND HARDWIRED IF REQUIRED 2)NOFOODPEA7rrau TOBE REDNurnm ROOM II.PROVIDESMOKE OETECTORAND CO DETECTORS PER CODE m� Ps•o p o GASHOTWATFR HEATER U.TANKTYW COMMERCULHOr WA ER HEATER AMERICAN sTANDARD MODEL DBO MAS BO GAL CAPACTY.NATURAL GAS 165 000 BTU EXTERIORRAILD4G TO BE AIN 42'ABOVE FINISHED DECK Z)FOR RESTAURANT/DEU USE ONLY - - SURFACE PER NYS CODE SECTION Im3(OR ALL EXTERIOR OIL HOT WATER HEATER WALKING MEAS 30.OP.MORE ABOVEGRADE 11 TANKTYPE COMMEACUL HOTWATDt HEATER•SUPER BORE MODEL'- } -_ SS 60 C � BATHROOM SPECIFICATIONS FLOOR-OR GROUND SURFACES y a NTS! 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L t PLUMBING SCHEMATIC, { r SCAIE NOT TOfGIE �+ L 4 P 6 U-i i i k t' A-2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF APPROVAL OF FOOD SERVICE ESTABLISHMENT FOR CONSTRUCTION, ALTERATION OR REMODELING Applicant Establishment Location Orient by the Sea 40200 Main road Orient, NY 11957 Approval is issued under the provisions of Article 13, Section 1304 of the Suffolk County Sanitary Code for: 1) _ New Application 2) _ Remodeling THE FOLLOWING CONDITIONS APPLY: 1) PROPOSED CONSTRUCTION IS IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THIS DEPARTMENT. 2) REVIEW 1S BASED UPON THE APPLICATION, PLANS AND MENU YOU PROVIDED. ANY CHANGES REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF HEALTH SERVICES BEFORE THE CHANGES CAN BE MADE. 3)THE APPLICANT MUST CONTACT THE FOOD CONTROL UNIT AT 631-852-5873 TO ARRANGE AN INSPECTION OF COMPLETED CONSTRUCTION PRIOR TO OPERATION. 4)THIS CERTIFICATE IS NOT A PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT.OPERATION WITHOUT A SATISFACTORY PRE-OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE WILL RESULT IN LEGAL ACTION. 5)PLEASE MAINTAIN YOUR SET OF APPROVED PLANS AT THE ESTABLISHMENT FOR USE DURING CONSTRUCTION AND INSPECTIONS._ t 6)THIS APPROVAL DOES NOT CONSTITUTE APPROVAL BY ANY OTHER STATE OR LOCAL REGULATORY AGENCY. 7) THE APPROVAL TO CONSTRUCT IS VALID FOR 2 YEARS. AN EXTENSION MAY BE GRANTED UPON WRITTEN REQUEA(THIN&041 5 OF EXPIRATION. ' J 8) THE APPLICANT SHALL ASSURE CONFORMANCE WITH THE FOLLOWING AMENDMENTS TO PLANS AND SPECIFICATIONS: Hot water heater must pass field test 1 ISSUED FOR THE COMMISSIONER OF HEALTH JAN - 8 2020 rn 1/7/2020 DESIGNATED REPRESENTATIVE DATE TRAINING AND PLAN REVIEW UNIT 360 Yaphank Ave.Yaphank,MY 11980(631)852-5873 06/10 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF APPROVAL OF FOOD SERVICE ESTABLISHMENT FOR CONSTRUCTION,ALTERATION OR REMODELING Applicant Establishment Location Orient by the Sea 40200 Main road Orient, NY 11957 Approval is issued under the provisions of Article 13, Section 1304 of the Suffolk County Sanitary Code for: 1) _ New Application 2) _ Remodeling THE FOLLOWING CONDITIONS APPLY: 1) PROPOSED CONSTRUCTION IS IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THIS DEPARTMENT. 2) REVIEW IS BASED UPON THE APPLICATION, PLANS AND MENU YOU PROVIDED, ANY CHANGES REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF HEALTH SERVICES BEFORE THE CHANGES CAN BE MADE. 3)THE APPLICANT MUST CONTACT THE FOOD CONTROL UNIT AT 631-852-5873 TO ARRANGE AN INSPECTION OF COMPLETED CONSTRUCTION PRIOR TO OPERATION. 4)THIS CERTIFICATE IS NOT A PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT.OPERATION WITHOUT A SATISFACTORY PRE-OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE WILL RESULT IN LEGAL ACTION. 5)PLEASE MAINTAIN YOUR SET OF APPROVED PLANS AT THE ESTABLISHMENT FOR USE DURING CONSTRUCTION AND INSPECTIONS. 6)THIS APPROVAL DOES NOT CONSTITUTE APPROVAL BY ANY OTHER STATE OR LOCAL REGULATORY AGENCY. 7) THE APPROVAL TO CONSTRUCT IS VALID FOR 2 YEARS. AN EXTENSION MAY BE GRANTED UPON WRITTEN REQUEST WITHIN 30 DAYS OF EXPIRATION. 1 8) THE APPLICANT SHALL ASSURE CONFORMANCE WITH THE FOLLOWING AMENDMENTS TO PLANS AND SPECIFICATIONS: - Hot water heater must pass field test ISSUED FOR THE COMMISSIONER OF HEALTH 1/7/2020 DESIGNATED REPRESENTATIVE DATE TRAINING AND PLAN REVIEW UNIT 360 Yaphank Ave.Yaphank,MY 11980(631)852-5873 06/10 a � I i� '` �$ P dl 'fit• "� 9 >.. � Thr . - ..s- a. _ 111 rad-ft I mi _ � A• µr I`� � v�� r 4 _ � .r 7 � s�� '�OE',SYR.C+ `�d;Fd 3v ,y'f -� .h\ ! t, `• R. ec, r a v, y. ^ �`v C � '_ - - - ....�_.--.. 3Lx1.@'s 9F,'L °w'Rl�%CL4 r� •a_ ,r � r ,4siC'RrhTLl29( � Suffolk County Department of Consumer Affairs I��4 i ; I .�• VETERANS.NIEMORIAL IUGHWAY * HAUPPAUGE, NEW YORK 11788 1 Y DATE ISSUED: 9/19/2012 " No. 50611-H 49 SUFFOLK COUNTY 3yW� t�l Home Improvement Contractor .license This is to certify that ( n,r s doing business as DONALD G MCAULAY (' SEASCAPE PARTNERS LLC having fin-nished the requirements set forth in accordance with and subject to the provisions of applicable laws rules . . t and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. License Category NOT VALID WITHOUTr``� ' • i DEPARTMENTAL,SEAL Additional Businesses GC Alk � r\ AND A CURRENT ".. CONSUMER AFFAIRS g ID-CARD Commissioner f � i abbg .t , 4n-,l ye�.i a �•4 1 �`,• � xr ,,dt+ r ., � •:�� /�� r) _ SEASPAR-01 CERTIFICATE OF LIABILITY INSURANCE DATE(M 7/24/1201201YYI� 9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (631)472-8400 NA�reCT Bill Gorman Edwards and Company PHONE472-8400 FAX 140 Greene Avenue (ac,No,Ext):(631) lac,Ne): EMAIL P.O.BOX 428 A DRE :certs@edwardsandco.net Sayville,NY 11782-0428 INSURERS AFFORDING COVERAGE NAIC tl INSURERA:Southwest Marine&General Ins.Co./QUAC INSURED Seascape Partners LLC INSURERB:Wesco Insurance Company 25011 P 0 Box 1264 INSURER C:Southwest Marine&General Insurance ComparWPAC3 Water Mill, NY 11976 INSURER D: INSURER E: INSURER P: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INS SUER WVD POLICY NUMBER POLICY EFF POLICY EXP MMIQDfYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE ® OCCUR N N GL2019LHBOO264 7/1/2019 7/1/2020 pRAO MISES(a oc�currrence) $ 100,000 MED EXP(Any oneperson) $ 5'000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY®jECT FILOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ B AUTOMOBILE LIABILITY COaBcoideDtSINGLE LIMIT $ 1,000,000 IA X ANYAUTO N N WPP1572640 01 811112018 8/11/2019 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOSBODILY p BODILY INJURY Per accident S X AUTOS ONLY X ATOS ONEY P�eOaE�R�YnDAMAGE $ S C X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 5'000,000 14EXCESS LIAB CLAIMS-MADE N N EX2019LHB00076 7/1/2019 7/1/2020 AGGREGATE $ 5,000,000 DED I I RETENTION S WORKERS COMPENSATION STRTUTE ER AND EMPLOYERS'LIABILITY IN ANYIPROP IETOR�MBF XCLNER/EtECUTIVE Y❑ N/A EL EACH ACCIDENT $ (Mandatory In NH) E L DISEASE-EA EMPLOYE $ if yes,describe under SCRIPTIO OF OPERATIONS below E.L.DISEASE-POLICY LIMB DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space Is required) Job Iocation:Orient By The Sea 40200 Main Rd.in Orient NY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd. P.O.Box 1179 Southold,NY 11971- AUTHORIZED REPRESENTATIVE ACORD 25(2016103) 1 ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD J fT 'x�ia,tiC r , New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0. .0 AAAAAA 454492581 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL . TARRYTOWN NY 10591 91 00 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SEASCAPE PARTNERS LLC TOWN OF SOUTHOLD PO BOX 1264 54375 MAIN RD WATERMILL NY 11976 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD F7/241201ATE G2237 263-5 130931 06/29/2019 TO 06/29/2020 9 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2237 263-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWM.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. VINCENT GALARDI-LLC MEMBER SEASCAPE PARTNERS LLC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:990726192 U-26.3 COMcheck Software Version 4.1.3.0 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: - - Location: Southold, New York � i Climate Zone: 4a JUN 1 7 2020 Project Type: Alteration Vertical Glazing!Wall Area: 23% T. Construction Site: Owner/Agent: Designer/Contractor: 40200 MAIN LLC 40200 MAIN ROAD ORIENT, NY Building Area Floor Area 1-Dining:bar lounge/leisure:Nonresidential 2949 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Floor 1:Wood-Framed,[Bldg,Use 1 -Dining:bar lounge/leisure] 30.0 0.0 0.033 --- 0,033 --- Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining,bar 13.0 --- 0.040 --- 0.064 --- loungelleisure] Window 1:Wood Frame,Operable,Clear,Operable,Operable, --- ••. ... --• ... [Bldg.Use 1 -Dining:bar loungeileisure],Exemption:Glazing replacement in existing sash or frame. Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Dining:bar - --- 0.280 --- 0.610 •-- lounge/leisure] Door 2:Glass(>50%glazing):Metal Frame,Non-Entrance Door, --- •-- 0.360 0.260 0.770 0.400 Non-Entrance Door,Non-Entrance Door,[Bldg.Use 1 -Dining. bar lounge/leisure] Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Dining:bar 30.0 ••. 0.017 --- 0:027 •-- lounge/leisure) (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement. The proposed envelope alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version nd to comply with any applicable mandatory regwremer}t$list In the Inspection Checklist. 144a6✓ 20 ZPr Nam -Title Sig Date kO 100 A/ L U � Project Title: ' � ,. � Report date: 06/16/20 Data filename: Untitled.cck Page 1 of 9 COMcheck Software Versi n ®1®3.0 Inspection Checklist W Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 ;Plans and/or specifications provide all ;❑Complies ,Requirement will be met. [PR1]1 !information with which compliance ;❑Does Not ;can be determined for the building E .envelope and document where ![]Not Observable ;exceptions to the standard are :❑Not Applicable claimed. C402.3.1 ;The vertical fenestration area <= 30 ;❑Complies ,Requirement will be met. [PR10]1 ;percent of the gross above-grade wall UDoes Not ;area. ;❑Not Observable ❑Not Applicable C402.3.1 ;The skylight area <=3 percent of the ❑Complies ;Requirement will be met. [PRll]1 gross roof area. ;❑Does Not f ❑Not Observable ❑Not Applicable , C402.3.2 :In enclosed spaces> 10,000 ft2 ;❑Complies :Exception. Requirement does not apply. [PR14]1 directly under a roof with ceiling �❑Does Not ;heights>15 ft.and used as an office, , lobby,atrium,concourse,corridor, []Not Observable 'storage,gymnasium/exercise center, ❑Not Applicable ;convention center, automotive ; ;service,manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, transportation,or workshop,the following requirements apply: (a)the daylight zone under skylights is>= half the floor area; (b)the skylight r area to daylight zone is>= 3 percent with a skylight VT>=0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. ;Skylights in office,storage, ;❑Complies Exception: Requirement does not apply. 2 automotive service, manufacturing, ;❑Does Not [PR15]1 :non-refrigerated warehouse, retail I ;store,and distribution/sorting area ;❑Not Observable; have a measured haze value>90 '❑Not Applicable ;percent unless designed to exclude :direct sunlight. Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 3 of 9 Section - # Footing/Foundation Inspection_ - Complies?' Comments/Assumptions , & Req.ID - - C403.2.8. ;Exterior insulation protected against ,❑Complies :Requirement will be met. 1 damage,sunlight, moisture,wind, '❑Does Not [FO611 ;landscaping and equipment ?❑Not Observable! maintenance activities. �❑Not Applicable C402.2.8 :;Bottom surface of floor structures ;❑Complies ;Requirement will be met. [FO12]3%, i incorporating radiant heating ElDoes Not insulated to>=R-3.5. See the Envelope Assemblies table for values. ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ` S 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 4 of 9 h Section # Framing/hough-In Inspection Complies? Comments/Assumptions & Req.ID C402.4.1, ;The building envelope contains a '❑Complies !Requirement will be met. C402.4.2 continuous air barrier that is sealed in T❑Does Not [FR16]1 :an approved manner and either constructed or tested In an approved []Not Observable; manner.Air barrier penetrations are ,❑Not Applicable ;sealed in an approved manner. j C402.4.3, ,Factory-built fenestration and doors :❑Complies Exception: Doors that comply with special International C402.4.4 are labeled as meeting air leakage ;❑Does Not :Building Code requirements. [FR18]3 - ;requirements. ❑Not Observable ❑Not Applicable C402.4.7 'Vestibules are installed on all building ❑Complies ;Requirement will be met. [FR17]3 _ :entrances. Doors have self-closing ❑Does Not ;devices. ;❑Not Observable, ❑Not Applicable C402.3.3, :Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table For values. C402.3.4 ,❑Does Not [FR8]1 [❑Not Observable ❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ;❑Complies See the Envelope Assemblies table for values. [FR10]1 I :❑Does Not ❑Not Observable l ❑Not Applicable C303.1.3- ;Fenestration products rated in `❑complies Exception: Default values are used. [FR12]2 _ !accordance with NFRC. ❑Does Not _ ;❑Not Observable ❑Not Applicable C303.1.3 'Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 ;to performance labels or certificates ❑Does Not provided. []Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 5 of 9 Section # Mechanical Rough-in Inspection- Complies? + - Comments/Assumptions = & RegolD C402.4.5. ;Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. 1 - motorized dampers that automatically ;❑Does Not [ME3]3 ;close. :❑Not Observable ❑Not Applicable C402.41.5._;Outdoor air and exhaust systems have;❑Complies ;Exception: Requirement does not apply. 2, ;motorized dampers that automatically ;❑Does Not [ME58]3 ;shut when not in use and meet maximum leakage rates.Check :❑Not Observable :gravity dampers where allowed. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 6 of 9 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C402.4.1. ;All sources of air leakage in the ❑Complies !Requirement will be met. 1 building thermal envelope are sealed, T❑Does Not [IN1]1 ;caulked, gasketed,weather stripped ; or wrapped with moisture vapor- ❑Not Observable; ;permeable wrapping material to �❑Not Applicable , minimize air leakage, C402.4.2. ;Roof R-value. For some ceiling ;❑Complies See the Envelope Assemblies table for values. 1 systems,verification may need to ❑Does Not [IN2]1 ;occur during Framing Inspection. ❑Not Observable ❑Not Applicable C303.2 :Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 manufacturer's instructions.Blown or ;❑Does Not poured loose-fill insulation is installed ; I only where the roof slope is <=3 in :❑Not Observable; ;12. ;❑Not Applicable ; C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 ;per manufacturer's instructions. ,❑Does Not .[:]Not Observable; ❑Not Applicable C104 --;,Installed floor insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 s value consistent with insulation ❑Does Not =;specifications reported in plans and ;❑Not Observable COMcheck reports. ;❑Not Applicable C303.2 Floor insulation installed per '❑Complies ;Requirement will be met. [I1\19]2" manufacturer's instructions. !❑Does Not ' ;❑Not Observable j❑Not Applicable C303.1 ;Building envelope insulation is labeled ;❑Complies :Requirement will be met. [IN10]2 ',with R-value or insulation certificate ❑Does Not providing R-value and other relevant f_]Not Observable :data. ❑Not Applicable C303.2.1_-!Exterior Insulation is protected from ;❑Complies Exception: Requirement does not apply. [IN14]2--` ;damage with a protective material. '❑Does Not Verification for exposed foundation insulation may need to occur during j❑Not Observable Foundation Inspection. :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 7 of 9 section #' Final Inspection" Coanplies? Comrrnents/Assumptions & Req,ID C402.4.6 Meatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [F137]1 !dock cargo doors. ;❑Does Not ❑Not Observable; ❑Not Applicable C402.4-.8 ;❑ Recessed luminaires in thermal Complies Exception: Requirement does not apply. [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between 'interior finish and luminalre housing. f❑Not Observable - ;❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 1-2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 8 of 9 Project Title: Report date: 06/16/20 Data filename: Untitled.cck Page 9 of 9 LAr),�� AMERICAN M ETAL 1 N C. 592 Oak Street, Copiague, NY 11726 Tel: (631) 842-2567 Fax: (631) 842-2564 November 6, 2019 Town Hall Annnex Building Department Fire Marshal's Office PO Box 1179 Southold, NY 11971 Attn. Fire Marshal James Easton / Chief Fisher Re: Orient Point Restaurant 40200 Main Road Orient Point, NY 11957 Enclosed please find Hood & Duct and Fire Suppression system Drawings for the above-mentioned project. Please add these permits to the existing Building Permit# 9550 (copy enclosed). Please mail the approved permits to: American Metal, Inc. 592 Oak Street, Copiague, NY 11726 Should you have any questions please call? Thank you, r • sr ' NOV 1 2 2019 Michael Pereira, president (516) 805-6624 i ---_....-RENOs��ySD/�_ 4.cTdtt .6-1-1_T_'Cox� 7-a l D_D_ G G �1AZTic ISL"o AA 1 l 1 �l O L72 • r � INTUMESCENT COATING REYESTIMIENTO INTUMESCENTE PASSES ASTM E - 84 • CLASS q PASA ASTM E-84 • CLASE A FLAT LISO SIN BAILLO ----- Intumescent - Class "A" - Passes ASTM E-84 Kee USE witl- A Class "A", premium quality, decorative flat, fire retardant (intumescent) paint for interior ceilings, walls and info trim. A high-hiding matte finish that retards flame spread by reacting to heat and forming a thick cellular char blanket (intumescence. Use on primed or previously painted wood, drywall, cellulose tile, cured plaster, masonry and metal. NOTE: op coating will reduce intumescent properties of this coating. COVERAGE KEE Apply a minimum of two coats at 150 to 160 sq. ft. per gallon (4.8 - 5.0 DFT / 10.0 - 10.5 WFT per coat). A minimum of two coats (9.0 - 10.0 total DFT) is required for a Class "A" rating under ASTM-E-84. SURFACE PREPARATION SEE PRODUCT DATA SHEET FOR COMPLETE PREPARATION, PRIMING AND APPLICATION INSTRUCTIONS. The surface must be clean, dry and free from oil, grease, dirt, salts and other contaminants. All loose or peeling paint should be removed and glossy surfaces should be dulled before recoating. PRIMING WA 11 Drywall/Plaster—Acrylic Wall Primer DUB Wood—Latex or Alkyd Enamel Undercoater SHC Bleeding Type Wood—Acrylic Tannin Blocking Primer a HI Ferrous Metal—Alkyd or Acrylic Metal Primer Galvanized Metal/Aluminum —Acrylic Bonding Primer Nati Masonry(smooth) —Acrylic Masonry Sealer; Masonry (porous) —Acrylic Block Filler APPLICATION N' Stir well before use and during use. Apply by brush, roller or spray. Use product when surface temperature is EXP between DRYING 50 OF (10 °C) and 95 OF (35 °C). ESP Tack Free: 30 minutes. Recoat: 4 hours. Temperature and humidity affect drying time. rest CLEAN UP filtri Clean all equipment immediately after use with soap and water. Spray equipment should be given a final rinse la Iii with mineral spirits to prevent corrosion. Pintura de latex retardante de fuego Intumescente - Clase "A" - Pasa ASTM E-84 USO Una pintura Clase "A", de primera calidad, decorativo liso sin brillo, retardante al fuego para los techos, paredes y marcos interiores. Un acabado mate de alto cubrimiento que retarda la difusi6n de fuego por reaccionar al calor y forma una capa espesa celular (intumescentia). Usar sobre madera imprimada o previamente pintada, azulejos de celulosa, yeso curado, mamposteria y metales. NOTA: Usando acabados reducira las propriedades intumescentes de este revestimiento. COBERTURA Aplicar un minimo de dos capas de 150 a 160 pies cuadrados por gal6n (4.8 - 5.0 espesor de pelicula seca / 10.0 - 10.5 espesor de pelicula humeda por capa). Se requiere un minimo de dos capas (9.0 - 10.0 espesor de pelicula seta total) para calificaci6n de Clase "A" bajo las normas ASTM-E-84. PREPARAC16N DE LA SUPERFICIE VER LA HOJA DE DATOS DEL PRODUCTO PARA PREPARAC16N COMPLETA Y LAS INSTRUCCIONES DE APLICAC16N. La superficie Bebe ser limpia, libre de tierra, polvo, grasa, aceite, cera, humedad y otra materia extrana. Lijar o raspar para remover pintura suelta, polvorosa, o pelada. Las superficies brillantes se deben lijar. IMPRIMAC16N Tablarroca /Peso — Imprimador acrilico de paredes Madera —Acabado de esmalte alquidico o de I6tex Madera sangrante —Imprimador acrilico que bloquea los taninos Metal Ferroso —Imprimador alquidico o acrilico de metales Metal galvanizado/Aluminio — Imprimador acrilico sellador Mamposteria (lisa) — Sellador acrilico de mamposterla; Mamposteria (porosa) — Llenador acrilico de bloques APLICAC16N: Revolver completamente antes y despues de usar. Aplicar por brocha, rollador o pulverizador. Usar producto cuando la temperatura del superficie es entre 50 OF (10 °C) y 95 OF (35 °C). SECADO Libre de pegado: 30 minutos. Aplicar tapas adicionales: 4 horas. La temperatura y la humedad afecta el tiempo de secado. LIMPIEZA GRAIHGER. -- Common Name: INSL-X LATEX FIRE RETARDANT PAINT WHITE, FR-2100 Manufacturer: BENJAMIN MOORE SDS Revision Date: 2/12/2019 SDS Format: GHS-US Item Number(s): 40PM50,40PM51 Manufacturer Model Number(s): SDS Table of Contents Click the desired link below to jump directly to that section in the SDS. 1.PRODUCT AND COMPANY IDENTIFICATION 2.HAZARDS IDENTIFICATION 3.COMPOSITION INFORMATION ON COMPONENTS 4.FIRST AID MEASURES S.FIRE-FIGHTING MEASURES 6.ACCIDENTAL RELEASE MEASURES Z.HANDLING AND STORAGE 8.EXPOSURE CONTRO S/PER4 NAL PROTECTION 9.PHYSICAL AND CHEMICaI PROPERTIES 10 STABILITY AND REA TIVITy 11 TOXICOLOGICAL INFORMATION 12.ECOLOGICAL INFORMATION 13 DISPOSAL CONSID RATIONS 14.TRANSPORT INFORMATION 15 REGULATORY INFORMATION A.OTHER INFORMATION INSL-X(R*) SAFETY DATA SHEET REVISION DATE: 12-FEE-2019 REVISION NUMBER: 1 1. PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: INSL-X LATEX FIRE RETARDANT PAINT WHITE PRODUCT CODE: FR-2100 ALTERNATE PRODUCT CODE: UA2801 PRODUCT CLASS: WATER THINNED PAINT COLOR: WHITE RECOMMENDED USE: PAINT RESTRICTIONS ON USE: NO INFORMATION AVAILABLE MANUFACTURER: BENJAMIN MOORE & CO. ! 101 PARAGON DRIVE MONTVALE, NJ 07645 PHONE: 1-866-708-9180 INSL—X.COM EMERGENCY TELEPHONE: CHEMTREC (US) : 800-424-9300 j CHEMTREC (OUTSIDE US) : 1 03)-52, 7-3887 2. HAZARDS IDENTIFICATION CLASSIFICATION: I THIS CHEMICAL IS CONSIDERED HAZARDOUS BY THE 2012 OSHA HAZARD COMMUNICATION STANDARD (29 CFR 1910.1200) REPRODUCTIVE TOXICITY: CATEGORY 1B I LABEL ELEMENTS: i DANGER i HAZARD STATEMENTS: MAY DAMAGE FERTILITY OR THE UNBORN CHILD HEALTH HAZARD APPEARANCE: WHITE LIQUID ODOR: MILD PRECAUTIONARY STATEMENTS — PREVENTION: OBTAIN SPECIAL INSTRUCTIONS BEFORE USE i DO NOT HANDLE UNTIL ALL SAFETY PRECAUTIONS HAVE BEEN READ AND UNDERSTOOD USE PERSONAL, PROTECTIVE EQUIPMENT AS REQUIRED PRECAUTIONARY STATEMENTS — RESPONSE: IF EXPOSED OR CONCERNED: GET MEDICAL ADVICE/ATTENTION PRECAUTIONARY STATEMENTS — STORAGE: STORE LOCKED UP PRECAUTIONARY STATEMENTS — DISPOSAL: DISPOSE OF CONTENTS/CONTAINER TO AN APPROVED WASTE DISPOSAL PLANT i HAZARDS NOT OTHERWISE CLASSIFIED (HNOC) : NOT APPLICABLE i OTHER INFORMATION: NO INFORMATION AVAILABLE I f 3. COMPOSITION INFORMATION ON COMPONENTS r CHEMICAL NAME CAS NO. WEIGHT—% i TITANIUM DIOXIDE 13463-67-7 10 — 15 i PENTAERYTHRITOL 115-77-5 5 — 10 I ALUMINUM HYDROXIDE 21645-51-2 1 — 5 ; ! i http,;/rompiyrh,s gramijer;;amh;rainy?rJntsc;s a,0?she;hd447.21257 6/22tj20, 9 10 AM Plage 2of10 r 2—ETHOXYETHANOL 110-80-5 0.5 — 1 CENTRIMONIUM CHLORIDE 112-02-7 0.1 — 0.5 l 4. FIRST AID MEASURES w tops GENERAL ADVICE: NO HAZARDS WHICH REQUIRE SPECIAL FIRST AID MEASURES, EYE CONTACT: RINSE THOROUGHLY WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES AND CONSULT A PHYSICIAN. SKIN CONTACT: WASH OFF IMMEDIATELY WITH SOAP AND PLENTY OF WATER WHILE REMOVING ALL CONTAMINATED CLOTHES AND SHOES. I INHALATION: MOVE TO FRESH AIR. IF SYMPTOMS PERSIST, CALL A PHYSICIAN. J INGESTION: i CLEAN MOUTH WITH WATER AND AFTERWARDS DRINK PLENTY OF WATER. CONSULT A PHYSICIAN IF NECESSARY. i MOST IMPORTANT SYMPTOMS/EFFECTS: NONE KNOWN. NOTES TO PHYSICIAN: TREAT SYMPTOMATICALLY. 1 S. FIRE-FIGHTING MEASURES i i SUITABLE EXTINGUISHING MEDIA: USE EXTINGUISHING MEASURES THAT ARE APPROPRIATE TO LOCAL CIRCUMSTANCES AND THE SURROUNDING ENVIRONMENT. PROTECTIVE EQUIPMENT AND PRECAUTIONS FOR FIREFIGHTERS: AS IN ANY FIRE, WEAR SELF—CONTAINED BREATHING APPARATUS PRESSURE—DEMAND, MSHA/NIOSH (APPROVED OR EQUIVALENT) AND FULL PROTECTIVE GEAR. I SPECIFIC HAZARDS ARISING FROM THE CHEMICAL: CLOSED CONTAINERS MAY RUPTURE IF EXPOSED TO FIRE OR EXTREME HEAT. i SENSITIVITY TO MECHANICAL IMPACT: NO SENSITIVITY TO STATIC DISCHARGE: NO t FLASH POINT DATA: FLASH POINT (DEG. F) : NOT APPLICABLE FLASH POINT (DEG. C) : NOT APPLICABLE METHOD: NOT APPLICABLE I FLAMMABILITY LIMITS IN AIR: LOWER FLAMMABILITY LIMIT: NOT APPLICABLE UPPER FLAMMABILITY LIMIT: NOT APPLICABLE NFPA: I HEALTH 1 I FLAMMABILITY 0 INSTABILITY 0 SPECIAL NOT APPLICABLE NFPA LEGEND: 0 — NOT HAZARDOUS i 1 — SLIGHTLY 2 — MODERATE i (�ttp ?coml,h f lus aramc:er cn^Jgraince,?iiisds asp9sheetiu=4227292 0122 20, 9 10 AM rage 3o 10 3 —'HIGH 4•— SEVERE i THE RATINGS ASSIGNED ARE ONLY SUGGESTED RATINGS, THE CONTRACTOR/EMPLOYER HAS ULTIMATE RESPONSIBILITIES FOR NFPA RATINGS WHERE THIS SYSTEM IS USED. ADDITIONAL INFORMATION REGARDING THE NFPA RATING SYSTEM IS AVAILABLE FROM THE NATIONAL, FIRE PROTECTION AGENCY (NFPA} AT WWW.NFPA.ORG. 6. ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS: AVOID CONTACT WITH SKIN, EYES AND CLOTHING. ENSURE ADEQUATE VENTILATION. OTHER INFORMATION: PREVENT FURTHER LEAKAGE OR SPILLAGE IF SAFE TO DO SO. I ENVIRONMENTAL PRECAUTIONS: SEE SECTION 12 FOR ADDITIONAL ECOLOGICAL INFORMATION. i METHODS FOR CLEANING UP: SOAK UP WITH INERT ABSORBENT MATERIAL. SWEEP UP AND SHOVEL INTO SUITABLE CONTAINERS FOR DISPOSAL. 7. HANDLING AND STORAGE HANDLING: AVOID CONTACT WITH SKIN, EYES AND CLOTHING. AVOID BREATHING VAPORS, SPRAY MISTS OR SANDING DUST. IN CASE OF INSUFFICIENT VENTILATION, WEAR SUITABLE RESPIRATORY EQUIPMENT. I STORAGE: KEEP CONTAINER TIGHTLY CLOSED. KEEP OUT OF THE REACH OF CHILDREN. INCOMPATIBLE MATERIALS: NO INFORMATION AVAILABLE i S. EXPOSURE CONTROLS/PERSONAL PROTECTION I EXPOSURE LIMITS: CHEMICAL NAME ACGIH TLV OSHA PEL j TITANIUM DIOXIDE 10 MG/M3 — TWA 15 MG/M3 — TWA PENTAERYTHRITOL 10 MG/M3 — TWA 15 MG/M3 — TWA I 5 MG/M3 — TWA ALUMINUM HYDROXIDE 1 MG/M3 — TWA N/E 2—ETHOXYETHANOL 5 PPM — TWA 200 PPM — TWA SKINi 740 MG/M3 — TWA PREVENT OR REDUCE SKIN ABSORPTION LEGEND: i ACGIH: AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS EXPOSURE LIMITS OSHA: OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION EXPOSURE LIMITS l I N/E: NOT ESTABLISHED i ht4),//uornr,lyplu5 giaingei.crm;ci,,in�2irnuG�,2sp >heetid=422129 GI22/�0',9.1C P.M Page4of10 ENGINEERING MEASURES: ENSURE ADEQUATE VENTILATION, ESPECIALLY IN CONFINED AREAS. PERSONAL PROTECTIVE EQUIPMENT: EYE/FACE PROTECTION: SAFETY GLASSES WITH SIDE—SHIELDS. SKIN PROTECTION: PROTECTIVE GLOVES AND IMPERVIOUS CLOTHING. RESPIRATORY PROTECTION: IN CASE OF INSUFFICIENT VENTILATION WEAR SUITABLE RESPIRATORY EQUIPMENT. HYGIENE MEASURES AVOID CONTACT WITH SKIN, EYES AND CLOTHING. REMOVE AND WASH CONTAMINATED CLOTHING BEFORE RE—USE. WASH THOROUGHLY AFTER HANDLING. i 9. PHYSICAL AND CHEMICAL PROPERTIES i``, APPEARANCE: WHITE LIQUID I ODOR: MILD ODOR THRESHOLD: NO INFORMATION AVAILABLE I DENSITY (LBS/GAL) : 11.4 — 11.7 i I SPECIFIC GRAVITY: 1.36 — 1.41 PH: NO INFORMATION AVAILABLE- VISCOSITY (CPS) : NO INFORMATION AVAILABLE I SOLUBILITY(IES) : NO INFORMATION AVAILABLE WATER SOLUBILITY: NO INFORMATION AVAILABLE EVAPORATION RATE: NO INFORMATION AVAILABLE I VAPOR PRESSURE @20 DEG. C (KPA) : NO INFORMATION AVAILABLE VAPOR DENSITY: NO INFORMATION AVAILABLE I WT. % SOLIDS: 55 — 65 VOL. `& SOLIDS: 45 — 55 WT. % VOLATILES: 35 — 45 VOL. % VOLATILES: 45 — 55 VOC REGULATORY LIMIT (G/L) : <50 I BOILING POINT (DEG. F) : 180.0 I BOILING POINT (DEG. C) : 82.2 FREEZING POINT (DEG. F) : NO INFORMATION AVAILABLE I FREEZING POINT (DEG. C) : NO INFORMATION AVAILABLE FLASH POINT (DEG. F) : NOT APPLICABLE FLASH POINT (DEG. C) : NOT APPLICABLE METHOD: NOT APPLICABLE I FLAMMl1BILITY (SOLID, GAS) : NOT APPLICABLE UPPER FLAMMABILITY LIMIT: NOT APPLICABLE LOWER FLAMMABILITY LIMIT: NOT APPLICABLE AUTOIGNITION TEMPERATURE (DEG. F) : NO INFORMATION AVAILABLE AUTOIGNITION TEMPERATURE (DEG. C) • NO INFORMATION AVAILABLE htip.'/complyplus gramger ccr�/gramger/r-sds aspfsheetilz4227292 ! 6/22/20, 9.10 AA4 age 5 of 10 DECOMPOSITION TEMPERATURE (DEG. F) : NO INFORMATION AVAILABLE DECOMPOSITION TEMPERATURE (DEG. C) : NO INFORMATION AVAILABLE PARTITION COEFFICIENT: NO INFORMATION AVAILABLE 10. STABILITY AND REACTIVITY r REACTIVITY: NOT APPLICABLE CHEMICAL STABILITY: STABLE UNDER NORMAL CONDITIONS. CONDITIONS TO AVOID: PREVENT FROM FREEZING. INCOMPATIBLE MATERIALS: NO MATERIALS TO BE ESPECIALLY MENTIONED. HAZARDOUS DECOMPOSITION PRODUCTS: NONE UNDER NORMAL USE. POSSIBILITY OF HAZARDOUS REACTIONS: NONE UNDER NORMAL CONDITIONS OF USE. i 11. TOXICOLOGICAL INFORMATION PRODUCT INFORMATION: I INFORMATION ON LIKELY ROUTES OF EXPOSURE: PRINCIPAL ROUTES OF EXPOSURE: EYE CONTACT, SKIN CONTACT AND INHALATION. ACUTE TOXICITY: PRODUCT INFORMATION: NO INFORMATION AVAILABLE SYMPTOMS RELATED TO THE PHYSICAL, CHEMICAL AND TOXICOLOGICAL CHARACTERISTICS: SYMPTOMS: NO INFORMATION AVAILABLE i DELAYED AND IMMEDIATE EFFECTS AS WELL AS CHRONIC EFFECTS FROM SHORT AND LONG-TERM EXPOSURE: EYE CONTACT: MAY CAUSE SLIGHT IRRITATION. SKIN CONTACT: SUBSTANCE MAY CAUSE SLIGHT SKIN IRRITATION. PROLONGED OR REPEATED CONTACT MAY DRY SKIN AND CAUSE IRRITATION. I INHALATION: MAY CAUSE IRRITATION OF RESPIRATORY TRACT. INGESTION: INGESTION MAY CAUSE GASTROINTESTINAL IRRITATION, NAUSEA, VOMITING AND DIARRHEA. I SENSITIZATION: NO INFORMATION AVAILABLE NEUROLOGICAL EFFECTS: NO INFORMATION AVAILABLE. MUTAGENIC EFFECTS: NO INFORMATION AVAILABLE. REPRODUCTIVE EFFECTS: MAY DAMAGE FERTILITY OR THE UNBORN CHILD. DEVELOPMENTAL EFFECTS: NO INFORMATION AVAILABLE. I TARGET ORGAN EFFECTS: NO INFORMATION AVAILABLE. STOT — SINGLE EXPOSURE: NO INFORMATION AVAILABLE. i http//complyplus cramger C*m/grair�egmscls asp^sheetid=Cr 27292 6,,220,C), 910,AM face 6 of 10 STOT — REPEATED EXPOSURE: NO INFORMATION AVAILABLE. OTHER ADVERSE EFFECTS: NO INFORMATION AVAILABLE. ASPIRATION HAZARD: NO INFORMATION AVAILABLE NUMERICAL MEASURES OF TOXICITY: I THE FOLLOWING VALUES ARE CALCULATED BASED ON CHAPTER 3.1 OF THE GHS DOCUMENT: ATEMIX (ORAL) : 11319 MG/KG ATEMIX (INHALATION—DUST/MIST) : 56.9 MG/L COMPONENT INFORMATION: CHEMICAL NAME ORAL LD50 DERMAL LD50 INHALATION LC50 TITANIUM DIOXIDE >10000 MG/KG (RAT) 13463-67-7 PENTAERYTHRITOL = 19500 MG/KG (RAT) 115-77-5 ALUMINUM HYDROXIDE >5000 MG/KG (RAT) 21645-51-2 i 2—ETHOXYETHANOL = 2800 MG/KG (PAT) = 3300 MG/KG = 4267 PPM 110-80-5 (RABBIT) (RAT) 4 H CENTRIMONIUM = 410 MG/KG (RAT) = 4300 MG/KG CHLORIDE (RABBIT) 112-02-7 CARCINOGENICITY: THE INFORMATION BELOW INDICATES WHETHER EACH AGENCY HAS LISTED ANY INGREDIENT AS A CARCINOGEN: CHEMICAL NAME IARC NTP OSHA i TITANIUM DIOXIDE 2B — POSSIBLE HUMAN LISTED CARCINOGEN ALTHOUGH IARC HAS CLASSIFIED TITANIUM DIOXIDE AS POSSIBLY CARCINOGENIC TO HUMANS (2B) , THEIR SUMMARY CONCLUDES: "NO SIGNIFICANT EXPOSURE TO TITANIUM DIOXIDE IS THOUGHT TO OCCUR DURING THE USE OF PRODUCTS IN WHICH TITANIUM DIOXIDE IS BOUND TO OTHER MATERIALS, SUCH AS PAINT." I LEGEND: I IARC — INTERNATIONAL AGENCY FOR RESEARCH ON CANCER NTP — NATIONAL TOXICITY PROGRAM OSHA — OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION i 12. ECOLOGICAL INFORMATION top ECOTOXICITY EFFECTS: , THE ENVIRONMENTAL IMPACT OF THIS PRODUCT HAS NOT BEEN FULLY INVESTIGATED. PRODUCT INFORMATION: ACUTE TOXICITY TO FISH: NO INFORMATION AVAILABLE ACUTE TOXICITY TO AQUATIC INVERTEBRATES: NO INFORMATION AVAILABLE i ACUTE TOXICITY TO AQUATIC PLANTS: NO INFORMATION AVAILABLE PERSISTENCE / DEGRADABILITY: NO INFORMATION AVAILABLE. j I http';;�omplyp�us giaing;;r.cor7;u�ainc2r;r.;ds as � ! p sheeLd=4227292 6/22. 0, 9 10 AM r,lage 7 of 10 BIOACCUMULATION: NO INFORMATION AVAILABLE. MOBILITY IN ENVIRONMENTAL MEDIA: NO INFORMATION AVAILABLE. OZONE: NO INFORMATION AVAILABLE COMPONENT INFORMATION: ACUTE TOXICITY TO FISH: TITANIUM DIOXIDE: LC50: >1000 MG/L (FATHEAD MINNOW — 96 HR.) i ACUTE TOXICITY TO AQUATIC INVERTEBRATES: NO INFORMATION AVAILABLE ACUTE TOXICITY TO AQUATIC PLANTS: NO INFORMATION AVAILABLE 13. DISPOSAL CONSIDERATIONS I WASTE DISPOSAL METHOD: DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. LOCAL REQUIREMENTS MAY VARY, CONSULT YOUR SANITATION DEPARTMENT OR STATE—DESIGNATED ENVIRONMENTAL PROTECTION AGENCY FOR MORE DISPOSAL OPTIONS. i 14. TRANSPORT INFORMATION j DOT: NOT REGULATED � ICAO / IATA: NOT REGULATED IMDG / IMO: NOT REGULATED I i 15. REGULATORY INFORMATION i INTERNATIONAL INVENTORIES: I TSCA: UNITED STATES YES — ALL COMPONENTS ARE LISTED OR EXEMPT. I DSL: I CANADA NO — NOT ALL OF THE COMPONENTS ARE LISTED. ONE OR MORE COMPONENT IS LISTED ON NDSL. FEDERAL REGULATIONS: j SARA 311/312 HAZARDOUS CATEGORIZATION: ACUTE HEALTH HAZARD: NO CHRONIC HEALTH HAZARD: YES FIRE HAZARD: NO REACTIVE HAZARD: NO SUDDEN RELEASE OF PRESSURE HAZARD: NO SARA 313: SECTION 313 OF TITLE III OF THE SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT OF 1986 (SARA) . THIS PRODUCT CONTAINS A CHEMICAL OR CHEMICALS WHICH ARE SUBJECT TO THE REPORTING REQUIREMENTS OF THE ACT AND TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 372: NONE CLEAN AIR ACT, SECTION 112 HAZARDOUS AIR POLLUTANTS (HAPS) (SEE 40 CFR 61) : THIS PRODUCT CONTAINS THE FOLLOWING HAPS: j i littp;//cor7plypluc grainger co,i;gramaer,ns:s.asp?she2tid-4227392 6/221"210, 9.W AM Papa t of 90 i ChtMICAL NAME CAS NO. WEIGHT—% HAZARDOUS AIR POLLUTANT (HAP) 2—ETHOXYETHANOL 110-80-5 0.5 — 1 LISTED US STATE REGULATIONS: CALIFORNIA PROPOSITION 65: WARNING: CANCER AND REPRODUCTIVE HARM— WWW.P65WARNINGS.CA.GOV STATE RIGHT—TO—KNOW: CHEMICAL NAME MASSACHUSETTS NEW JERSEY PENNSYLVANIA TITANIUM DIOXIDE X X X I 1,3,5—TRIAZINE-2,4,6— X X TRIAMINE I PENTAERYTHRITOL X X X LEGEND: X — LISTED 16. OTHER INFORMATION i !Py top HMIS: HEALTH 1* FLAMMABILITY 0 j REACTIVITY 0 PPE HMIS LEGEND: 0 — MINIMAL HAZARD 1 — SLIGHT HAZARD 2 — MODERATE HAZARD 3 — SERIOUS HAZARD 4 — SEVERE HAZARD * — CHRONIC HAZARD I X — CONSULT YOUR SUPERVISOR OR S.O.P. FOR "SPECIAL" HANDLING INSTRUCTIONS. I NOTE: THE PPE RATING HAS INTENTIONALLY BEEN LEFT BLANK. CHOOSE APPROPRIATE PPE THAT WILL PROTECT EMPLOYEES FROM THE HAZARDS THE MATERIAL WILL PRESENT UNDER THE ACTUAL NORMAL CONDITIONS OF USE. CAUTION: HMIS(R*) RATINGS ARE BASED ON A 0-4 RATING SCALE, WITH 0 REPRESENTING ! MINIMAL HAZARDS OR RISKS, AND 4 REPRESENTING SIGNIFICANT HAZARDS OR RISKS. ALTHOUGH HMIS(R*) RATINGS ARE NOT REQUIRED ON MSDSS UNDER 29 CFR 1910.1200, i THE PREPARER, HAS CHOSEN TO PROVIDE THEM. HMIS(R*) RATINGS ARE TO BE USED ONLY IN CONJUNCTION WITH A FULLY IMPLEMENTED HMIS(R*) PROGRAM BY WORKERS j WHO HAVE RECEIVED APPROPRIATE HMIS(R*) TRAINING. HMIS(R*) IS A REGISTERED ' TRADE AND SERVICE MARK OF THE NPCA. HMIS R* EXCLUSIVELY FROM J. J. KELLER {800) 327-6868, TERIALS MAY BE PURCHASED WARNING! IF YOU SCRAPE, SAND, OR REMOVE OLD PAINT, YOU MAY RELEASE LEAD DUST. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. WEAR A NIOSH APPROVED RESPIRATOR TO CONTROL LEAD EXPOSURE. CLEAN UP CAREFULLY WITH A HEPA VACUUM AND A WET MOP. BEFORE YOU START, FIND OUT HOW TO PROTECT YOURSELF AND YOUR FAMILY BY CONTACTING THE NATIONAL LEAD ' httf_./;cornplyplus arain;�r.:er;/gre ncer,'riscis asp"rsheetic1-4227292 I G;2i120,9,10 AM k,age 9 of 10 I y INFORMATION HOTLINE AT 1-800-424-LEAD OR LOG ON TO • WG7W.EPA.GOV/LEAD. I PREPARED BY: PRODUCT STEWARDSHIP DEPARTMENT BENJAMIN MOORE & CO. 101 PARAGON DRIVE MONTVALE, NJ 07645 800-225-5554 i REVISION DATE: 12-FEB-2019 REVISION SUMMARY: NOT AVAILABLE i DISCLAIMER: THE INFORMATION CONTAINED HEREIN IS PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE AS OF THE EFFECTIVE DATE SHOWN ABOVE. THIS INFORMATION IS FURNISHED WITHOUT WARRANTY OF ANY KIND. EMPLOYERS SHOULD USE THIS INFORMATION ONLY AS A SUPPLEMENT TO OTHER INFORMATION GATHERED BY THEM AND MUST MAKE INDEPENDENT DETERMINATION OF SUITABILITY AND COMPLETENESS OF INFORMATION FROM ALL SOURCES TO ASSURE PROPER USE OF THESE MATERIALS AND THE SAFETY AND HEALTH OF EMPLOYEES. ANY USE OF THIS DATA AND INFORMATION I MUST BE DETERMINED BY THE USER TO BE IN ACCORDANCE WITH APPLICABLE FEDERAL, PROVINCIAL, AND LOCAL LAWS AND REGULATIONS. I I i i i I I i I J I i I I i I I I 1 i i i i j htl /,�cof" I f lu;,gi;in-ei cnm'_ramcer/msJs as-1,'sheehd=47.27...%' n• nsn � ,� ,a 0122/!20 &-10 AM Pbae 10 of 10 au r0 aroral�ght OBTS Dock Lights ��„� '°Iffetime SOF V 50- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 SONOMA Southold,NY irect[onal marker is a high flux, low wattage LED luminaire. Coup o a brass body, our Thermally Integrated@ LED Module provides BUILDI PIN"' E on, longer life and higher performance. With five TOWN ] %l "gayms you are provided great versatility and although c�"es agneas a small scale In-grade, it can also be mounted horizontally as a step light or wall-washer for artistic flair. 3z' See LDM350 and LDM3 for additional size and wattage options Features include: Powered by 90-R-BLP • 3 Watts and Up to 50 lumens CREE<0 LEDs Gra - de 2 7/8" 5/8" • Cree XLAMP®High Intensity(XP-L)LED Level 73mm 16mm • 2700,3000 or 4000K(CRI 80 typ.) [R]Rear 1 • Thermally Integrated@, Field Serviceable LED Module Conduit2 3/4" Entry 70mm • TRIAC Dimming to<10%typ • 12 VAC Electronic or Magnetic Co nduit side �30mm • Drive-over Rated up to 6,000 lbs. , Co Entry • Solid Copper and Brass Construction 1 3/8" DRIVE-OVER 45mm RATED With Side Conduit Grade 3„ 1/2" 27/8" 5/8„ Level r BEAM PATTERNS 76mm— 13mm 73mm— 16mm 4 ' I 3 43 1/2" 3 3/16" 89mm 81 mm i i t 1 13/16 1 13/16" 46mfn 46mm Single 90°Opening Opposing 90° 180°Opening 270°Opening 360°Opening With Micro J-Box and Flush Mount With Micro J-Box 9 p 9 pp 9 p 9 p 9 p 9 Openings Prefix ORDERING GUIDE: LDM260 L(LED) DM(DIRECTIONAL MARKER)250 (MODEL) (]INDICATES REQUIRED FIELD .:;INDICATES OPTIONAL FIELD nn ion �� MATERIAL BEAM PATTERN LED COLOR LENS MOUNT FINISH [BR]Brass [90]Single 90°Opening [27D]2700K [F]Frosted [R]Rear Conduit Entry [NAT]Natural [CU]Copper [90-2]Opposing 90°Openings [30D]3000K [C]Clear [6]Side Conduit Entry [BLP]Bronze Living Patina 11801180'Opening [40D]4000K [MJB]Micro J-Box' [BLP-XD]BLP Extra Dark 12701270*Opening [AM13D]Amber(XP-E) [MJB-FM]Micro J-Box w/Flush Mount' [NI]Nickel PVD(BR) [3601360*Opening (585.595nm) 'Recommended for wall mount Installations [D]=Dimmable New construction only uSP-G/ G N "D® CK i1 i i [R] [S] [MJB] [MJB-FM] Rear Conduit Side Conduit Micro J-Boz Micro J-Box with Flush Mounts Allows for 1,1/2"threaded Allows for 1,1/2'threaded Provides 3 ports for Use when mounting into hle, conduit out rear of housing conduit outside of housing mulhconduit entnes stone or stucco c961N Thn F G 4 CARLSBAD,CA I PHONE 877 942 1179 1 FAX 760 931 2916 1 E-MAIL SALES@AURORALIGHTCOM I AURORALIGHTCOM C 0� us `��' In a continuing product improvement program,Auroralight reserves the night to modify product specifications without notification©2019 Auroralight,Inc 01-10-REV-7 5 Ughg 18'-2" REVISIONS: 6'HIGH FENCE c, GATE SIZE AND LOCATION ��1r TO BE DETERMINIED IN FIELD ALLOWING FOR ACCESS WHERE REQUIRED +,v' r %/ r <;r fi �Q t'�'.1/© Z � 5, VA V z � 8 d LL. P P E PL L L V � 2 5 0 FU T REPLACE JOISTS,DECKING,RAILING = 00 ga S•40 gal IES RECONSTRUCT RAMP -9 6 .1 /8 12 REPLA-E JOISTS,DECKING,RAILING GEN , FLUSH I MIN.5'WIDE w/INSIDE RAIL- 5f-O'f LANDING TO BE ICC/ANSI COMPLIANT,1:12 SLOPE r-- EXISTING DOOR - - - LOCATITO REMAIN > 1 NEW ENTRANCE LNDG. EPLA l F REPLACE DELI l �O 'r NEW JOISTS,DECKING, EXI ING DO A EXISTING DOOR ENTRAN Ori RAILING(EMPLOYEE N 1 I O? I f 1 I SERVICE USE ONLY) OIr 1 1 I 1 A 1 1 1 1 2' If O 10 0 31-6" H r 1 O �'Ar 3'-0" °C- -- - - - - - - E - - - - - - - - - - - - - - - - - - - I Ln = L 1 EXISTING OUTDOOR `° V / `r' EX. ATH MECHANICALS z Lu N FREEZER BE UPGRADED I ANDOELEVAT D TO CODE 9-0X5-0 LOBSTER TANK G VEGETABLE/ PREP COOLER - - - - - ��_ 10 9'-1" S""" d PROPOSED H 8-111 '-4" T-0" 12'-0" - - - -71�IT 1 51.1,1 3f_ I EX. BATH - GARB GE & o RECYCLA LE ROOM '" 2'_6f' 61.711 PIASH G ARD - REFRIG RATED 14 Q"-DRAIN ACK OVER 2 ON-DEMAND-FOODEHOT WATER O I DISHWASHER O (1-FOOD SERVICE ONLY) FENCE/WALL l�-a ' 4'0" 4'-0" Rheem RTGH-95DVLN COMMERCIAL TAN KLESS O - - - - "- '' 199,000 btu/k IT/AV EQUIPMENT O + 1 6' " 101-71/211 6'-611 B 51.1,1 9'-4'/2" r, I M 15'-5" aN 2 DRAIN RACKS ( ) _ w 13'-']1r2" OVER SINKS M z3 1'_611 BAR STORAGE � 25 25 - BEVERAGES,PAPER PRODUCTS,SINGLE 186.6 SQ. FT. AREA SERVICE ITEMS,TABLEWARE EXISTING BUILDING �I SHELVES TO BE REMOVED r. 4' 61/2" 12'-7" DECK TO BE CONSTRUCTED I 3 , 1 , 11 f " -- -- - 2'_91101 1N EXISTING SPACE �I / 4'-8/4" 2'-1/a" 21-71/4" 3 /4 11 -1 M I 1 1 1 f 1 1 1 1 I 1 1 1 1 q O O SHUCKING STATIO ' ' ' ' f ' BENCH SHELVES I `a t 1 \ 00 SPI ASH GUAR -- "27 - 1 _- 1 1 1 1 1 I I I M ' 26 17 O 18 1 I I 1 I 1 1 I 25 CV 1 I I off ICE BIN WITH EX. KITCHEN SHELVES SEAFOOD DISPLAY O , Alt Mlt LA0.T01 ` ALTERED (+/� � n OPEN RAW BAR � �� ,•cwrP E COUNTER E - O 10-91/2 STATION 25-2 '-4" 8'-9'/2" CNE0.NANG (NO OVERHEAD WASTE LINES) o - o (VIF-MATCH OUTSIDE) (VIF-MATCH INSIDE) ' ._ lAR WAIt COMPARTMENT _' M ® ®MI I -. MDE0.COVNTE CABINET r+, - sINR Q �`; Q 1 1 •-------------- POS I �� I--- 'Poor Resr t 11 N 11 --- -----------i 4'HINGE ---------- ------ -5V - . 1 1 6-1 r 4-5 r2 COUN�R f 1 , f 7.3 34 I 35 POS 35 1 38r 10 11 � L1=7711'� i i 1 r 1 Q 0 -97 1 AVL - EXISTING RESTAURANT CATHEDRAL CEILING i 32 , ; Z KITCHEN / BAR EQUIPMENT SPECIFICATIONS 4 Pos Pos `_° BAR O O ID No.: SIZE: DESCRIPTION: N BAR 34 34 ; EXISTINGA EAST DECK �y 1 1-3.625X34.469 FRYER v � "'` RAISE TO MATCH FIN.FLOOR 2 1-7.625X34.469 FRYER ` 2 =N 29 NEW DECKING,RAILING AS NEEDED d. d' v U- 3: 32 3 3-0X2-2.875 6 BURNER STOVE/STOVE = z v ' 1 I 1 00 11'4 --- i 4 4-0X2-4.875 8 BURNER RANGE 'O 61-4" 0 1 1 I 1 1 1 5 4-0X2-10 CHURRASCO BROILER CP-LCHUG-48 I IE r , n 31-71/2't--+ � v 6 35 COMBI-OVEN 3 -2 31-211 3-71/2 , ------ GHIGH FENCE 1 -------------- --------------------- 0 d �' P, 6'.0" 6'.0" 6'-U' N 7.1 72" HEAT LAMP FENCE/WALL M � O 1 1 I 1 7.2 48"w REFRIGERATED WORK TOP 1':3'-Q" ; 6' ° I COMMERCIAL GRADE +'0 7.3 60"w REFRIGERATED WORK TOP ; ; 1 �� " " '-4 12'-8" 1 NYL up AWNING OVERPERMANENT BAR co o 8 1-0X1-2.5 S.S. HAND SINK ; ; ; ; 8/2 8 8 1 -61/2" '-` x o 9 5-0 S.S.WORK TOP w/REFRIGERATED DRAWERS 10 6-OX2-8 S.S.WORK STATION/REFRIGERATED DRAWERS ; 11 6-0X2-0 EXISTING S.S.WORKTABLE w/HAND SINK 12 6-0 EXISTING S.S. 3 COMPARTMENT SINK 13 36" CLEAN DISH TABLE 14 2-0X2-0 DISHWASHER 15 59"w SOILED DISH TABLE 17 30"w ICE MACHINE H SPRINKLERS TO BE INSTALLED PER NFPA 13 � ^� U 18 4-0 S.S.WORK TOP w/REFRIGERATED DRAWERS PLANS TO BE PROVIDED TO BUILDING DEPT 19 2-6X2-6 EXISTING S.S.PREP TABLE EXISTING SOUTH DECK PRIOR TO INSTALLATION I'I .s� �1�1 � j��r• 0 21 8-0X2-0 S.S.WORK TABLE 22 4-0X2-0 S.S.WORKTABLE ALL NEW WORK SPACES AND COUNTER SPACES SHALL BE ICC/ANSI COMPLIANT ' Emilt '��, ? ; �;�,, 23 10-0X2-0 S.S.WORKTABLE 24 7-0X2-6 3-DOOR WINE REFIGERATOR DESCRIPTION EXISTING PROPOSED EXISTING 25 48"w. ICE MACHINE 1ST. FLOOR(2005) 2949.3 SF 1R !, x 26 2-1X1-11 MOP SINK 15T.FL.BUILDING ENVELOPE 2949.3 SF 2949.3 SF -�! 27 - MOP HOOP SOUTH DECK 1477.0 SF 1477.0 SF '' EAST DECK 1242.0 SF 1428.6 SF 29 4 0X2-0 BOTTLE COOLER **RAISED DECK -•- 1254.1 SF **BUILT OVER EAST'AND NORTH DECKS 30 5-0X2-1.25 BAR COOLER SOUTH DECK RAMP 58.0 SF ** **TO REMOVE 31 1-0X1-0 HAND SINK SOUTH DECK STAIR ** 19.8 SF **TO REPLACE EX.RAMP EAST DECK STAIR 6.0 SF 20.6 SF TO REPLACE EXISTIING(RAISED DECK) 32 3-OX1-7 ICE BIN NORTH DECK&LANDING 305.0 SF 197.1 SF TO REPLACE EXISTING DRAWN: MH/MS 34 4-0X2-1.25 BAR COOLER NORTH-EAST STAR&LANDING 45.6 SF SCALE: FUEL AREA STAIR&LANDING 8 SF 26.4 SF JOB#: 35 2-0X1 8 BEER COOLER PROPOSED FLOOR P LAN 1/7/2020 36 2-0X2-0 GLASS WASHER SCALE: 1/4" = 1'-0" SHEETNUMBER: 37 20" 77 DUMPSINK BAR SECTION A- 3 SCALE: NOT TO SCALE 1186-26 DC 14969 AM04 7 MAP OF PROPERTY SITUATE ORIENT POINT Town Of Southold, Suffolk Co., N. Y. Scale: 1 "=40' Area: 202,276 S.F. or 4. 644 Acres +.5.9 go p�®�pPVED +S.B� _ '6 +6.2 '® ® Certified To: PFNJ® +6.3 +6.7' +6.4 .4 ?5 0 LONG. 40200 Main LLC +6.6 _ ' EV +7.2 Westcor Land Title Insurance Company +6.4 o t 44 +8.7 7 YJIRES g 4 �i 1 ,. +6.8 IEM +7.2 +6.7 At ' +6.7 \ +6.8J e +7.6 OF / +6.9 \ /- 7.0 +7.1 I' +7.4 GE +6.9 O o ` ., \ PAVED Z +7.4 61` t?3 0 .+�^'Fd. ',+8.5` p ,+7.3` \ I PAVED +7.1�� 7+1 +6.7 +5.9 \ 3D00 ;+CM. \ tVM `+7.2 7.0 PARKING J \ 10 GM -47.1 t,El Ln 7 / +6.9 �, �.,+ r 6, 1 p o I" - 7.0 +6.7 a " STATUE I �!6.7 +6.9 +6.8 \ +5.5 \ �$ \ +7.7 r r ' +Zo \ +s.8 \ � \ +6.7 \ .+4.8 m 'l +6.8 +8.7 +5.6 , +6.7 6.8 m +6.4 A ' PILINGS +6.3 AREA CALCULATIONS 59 AREA TO TIE LINE = 202,276 SF. AREA UNDERWATER = 97,299 SF. g+ �` +s.z / e +6.3�' AREA UNDERWATER IN BASIN = 87,404 SF. cE / +s.4 \ +s.s 1 F +6.6 ' \ f� AREA OF BUILDABLE LAND = 80,585 SF. AREA OF LOT COVERAGE (BUILDINGS) = 3,894 SF. 6.7+ +6.4 \ DDGvI 1 +6.2 ' g+y+8.0 +Z2,,.\\ +6.5\ °PILINGS ° ��• +7.3 \ i +518 UNDERWATER +6.3 q ® +7.6 +7.4 , m +6.6 \ o \ ° PILINGS +7.9 1 �3- , +Z5 ` e +8.2 `\ +7.4 1 V PARD , ° ° +6.1 t 1 ~i t+5.9 +6.4 +5.9 \ +8.2 ` yv L � o /� p0 +6.7 +6.4 ` 5.9 +6.1i` +7.9 c + o /Y ° OL EL +6.5 BpIKN�p6GRAE�GC oo�+K I p�� G FT ON ON.MCp t9_7 6 STEP 6 Z z 6.3 +6.4 \+5.9 G F.F. +6.2 + 5.9 AC �i£P 8.5' +6.1 Lr �8.2 ^ / --+ - ;NPI + MC K F.F. UNITS y' +7.3 o o°8.3 °EG A 5 8.8' z6. EL. ° +8.4 PAVED +6.5 /74 5 7.8' U \ C G ro BAR ,l I N +5.8 C / +6.5 +6.9 5 BUii p\11 �. DECK 6 F.F. _ 1, \ 6.1 6.4+56 3. \ co 8.8'6 5.9 33 +5.6 \ + v >. A`7. \y\ �� C+6.8 \ O 6.7� \ F 4r 2p 6 ONO ✓Rq�{p C O ?, METAL \ EL. a 1+7.5 ® `� c; \ COVERS PAVED 7.8' \ o �wi q' O � �,. DECK o (\ z Ov 6.3 +6.9 � YAP GK 6- 0- +5.6 _ O O +6.6 BRICK pIR1 �m o RR +5.8 0 60 +6.3 Ym co S.8 O 4i e r.9+=ti y O + O METAL. o V 6' ® Cl COVERS O o l ( +7.3 w +5.9 S.8 � ® Z +5.7 \ ` 0 0 +5.3 Rp5 +6.1 \ + PILINGS °, 6.1 +7.6 +5.6 1.. ICE \ ° y MACHINE +6.2 i 5.9 ON CONC. C+' ® \ m C) F.F. �` J +6.8 \ , 16.2" \ .3.3 cK +6.0 e 6.2 COASTAL EROSION HAZZARD AREA UNE +6.0 + \\ CEHA PHOTO NO 31-693-83 TOWN OF SOUTHOLD \ �+6.0 r ° e r3 t\ SUFFOLK CO.. NY \ 5.9 SHEET 22 OF 49 \ 0 '�' 1 DATED 8/29/86 \.�.J+5.9 0 +6. +5.8 PILINGS ° DOGK pOGK +5.6 + 5. 5.8 9 PAVED f ��• F:„�.� L'C,I;' ..' f,:,,.._,, F.. .,rr UNDERWATER \ \ LAND o �\ r G.'i_�(j ® 9.5+ +5.6 \Vl +8.5 0 \ �,\ +5.8 +5.8 �` `\ a PILINGS e 16 // +5.6 �P� �� 1 >14� +5.7 ! 1 / +5.8,)' ,/ / I / \ - PILINGS .6• +5.8 +8.2 GRAVEL �1 \ +5.7 +5.5 + +6.4 t� +6.8 t +6.2 \ \ 4• +6.1 44 zo 5.3 ' / +6.6 \ 1 +6.4 \ + + 72I +6.3 \ +5.7 5.2 6. �� +5.8. , \ \ +5.8 n1 6.6 6' + + 6.3 +L7 I o Af +6.4 � � F f ` PAVED 3q\ 1 6.4+ +6.7 l +7.4 ? +Z4 +6.7 _ GRAM \ ^ \ J + e \ O \ 5.6 +t.9 , +Z3 e +Z5 zA `� +Z5 + +6.8 ` \ ZO \ 5.5 9rop +7.3 +7.4 + +7.3 m�� +i,4 GRAVEL +7.6 J / �N +7.6 / +7.3 +7.7 , a / P TOWE2 GRAVEL 7.8+ / \ Z4+ .;'h is 10.0 �� \ > + co +8.2 DNIPI�ER +6.2 G. 2 8.2 \ 1+7.3 +6.8/ / + +6.3 +as +8.5 e1r + / Al 10.3 O. ��•n3'ZF' ' O. r l +7.4 /I / 5.7 / +8.6DI Z+ -. I / / DI. r +7.8 as �� < I +5.8/ �+92 + / / 8.5 I / 10.3 T +5.7 KEY �E-:1 .i \+1o.}' --�- SIGN BR BRICK CB CATCH BASIN CC CONC. COVER l/• ' 9.6 J r CM GONG. MONUMENT �\° o, 8.5 DW DRY WELL 6.7 / t 1+ 0, EB ELECTRIC BOX F � _2 .-� � EM ELECTRIC METER / EDP EDGE OF PAVEMENT EOC EDGE OF CLEARING / =� EV ELECTRIC VAULT s +-04� +6.6/ FP FUEL PUMP FT FUEL TANK i 1 GM GAS METER t +-0.9 GV GAS VALVE HYD HYDRANT IR IRRIGATION BOX o It LB LIGHT BOX +-2.7 0 LP LEACHING POOL LTP LIGHT POST MC METAL COVER MHW MEAN HIGH WATER OH OVERHANG PL PROPERTY LINE PT PROPANE TANK S STEPS SP SLATE PAVERS ST SEPTIC TANK TB TELEPHONE BOX UB UTILITY BOX UP UTILITY PANEL WM WATER METER WV WATER VALVE TBR TO BE REMOVED TL TRAFFIC LIGHT TP TELEPHONE POLE NOTE: 1). Unauthorized alteration or addition to a survey map bearing a licensed surveyors sea( is a NOTE: violation of section 7209 of the New York State BEARINGS DEPICTED HEREON ARE Revised: June 26, 2 019 - C E H A Line & Area C a I c s. Education Law. Surveyed: Jan. 3, 2019 2). Only copies from the original of this survey map RELATIVE TO NORTH (NAD 83) bearing an original land surveyor's inked seal or & ARE ROTATED 74'05'54" COUNTER CLOCKWISE embossed seal shall be considered to be a valid FROM PREVIOUS DEED BEARINGS copy. I 3). Certifications indicated hereon shall run only to F N vV GEORGE WALBRIDGE SURVEYORS P.C. the person for whom the survey is prepared, AEF and on his/her behalf to the title company, Q' PVS governmental agency and lending institution 1��- �� O� Land Surveyors & Land Planners listed hereon. Certifications are not transferable � Certifications additional institutions or subsequent at this 300 Pantigo Place - Suite 116 er i ications indicated hereon signify that this a a n �, fl survey was prepared in accordance with the existing code of practice for land surveyors adopted =L I { ri East Hampton, Long Island, N.Y. 11937 by the New York State Association of Professional Phone: (631) 324-0412 Fax: (631) 324-9849 Land Surveyors. _( ;�`� Q 4). The existence of subsurface improvements or encroachments, or wetlands, or easements, {t° ``SAO OS077�s ' E-mail: info@walbridgesurVeyors.eom covenants, or restrictions of record, if any, not shown are not certified. A N D levation Datum NAVD1988 _. S.C.T.M. 1000-015-09-8. 1 chk'd dw - 6/26/19 c:\land project\orient-by-sea\dwg\carison\survey_6-26- 19 ALL COUNTY FIRE PROTECTION, INC. P.O.Bo(90 East Moriches,NY 11940 631-874-3279 Gontact: Walter Gebhardt Lic.#: 157 C"' , 4,. EQUIPMENT NOZZLE SURFACE PART# HEIGHTS LOCATION Orient Point Restaurant E QTY AREA 40200 Main Rd SYSTEM TANK MAX. FLOW MAX. PIPE MAX VOL. DUCT 1 50*PER. MAX ILP Orient Point, NY 11957 DESIGN SIZE NUMBERS VOLUME ml BETWEEN DUCT 1 150"PERIM.MAX 2W 1St BLAST PLENUM 2 12'LINEAR MAX 1HP BY: TDG No. AES-1A Scale: y2NOZZLE(ml FRYER 3 14"x21" 2HP 24"-45" Over appliance " RANGE HIGH PROX W/BACKSHELF 2 24"x24"MAX 2LP 30"-40" 6"before burner edge BFR-5 5 1500 1000 RANGE HIGH PROX NO BACKSHELF 24"x24"MAX 11-13 30"-40" Within 3"of center BFR-10 10 2500 2000 RANGE LOW PROXW/BACKSHELF 12"x24"MAX 1LP 16"-30" 3"from edge BFR-15 15 2800 2500 X BFR-20 20 2800 2500 RANGE LOW PROX W/BACKSHELF 24"x24"MAX 2W 16"-30" Over center RANGE HIGH PROX NO BACKSHELF 36"x24"MAX 2LP 35"-43" Over center NOZZLE WOK 30"DIA.MAX 1HP 30"-48" Within perimeter COLORS SMALL GRIDDLE 42"x30"MAX 1LP 24"-48" On perimeter LARGE GRIDDLE 1 48"x30"MAX ILP 30"-43" 6"off edge short side WHffE- Q N-2W RADIANT GRILL 2 36"x24"MAX 1HP 30"-48" Over appliance RED- N-1 LP LAVA ROCK GRILL 24"x24"MAX 2HP 24"-40" Over appliance GREEN- 0 N-2HP UPRIGHT BROILER 36"x24"MAX 1LP Top Comer BLUE- N-1 HP CANDY STOVE SINGLE 24"x24"MAX ILP 30"-40" Within 3"of center YELLOW- N-21-P CANDY STOVE DOUBLE 24"X36"MAX 2LP 35"-43" Over center I '° TILT SKILLET 20 1/4"x24"MAX 2HP 24"-45" Front Edge 4 EXTRA LARGE GRIDDLE 60"x30"MAX 21-P 24"-48" On Perimeter SALAMANDER/CHEESEMELTER 1 36"x24"MAX 1LP Top Comer OTHER EQUIPMENT PART LIST GENERAL NOTE: BUCKEYE AES MANUFACTURER PART#. Fryers to have high Imit control to shut off al 425 degrees. Cylinder. As noted Detectors shall be located over every piece ofequipmenL BUCKEYE The system hstalled as per manufacturer secs and the AH.J. BFR-5 BFR-10 BFR-15 X BFR-20 Gas Valve: As noted The system has been installed as per ULMC Nozzles: As noted The fotowingfunctions tooperate upon syst-mdischarge: Piping Materials: Black Iron Max Rise: 10' • Suppyair damper closes Pull Station: RPSM Gasfudshuts off under hood Supply Pipe Size: 3/8" Black Branch Pipe Size: 3/8" Black Control Head: SRM . Exhaustfan remains on Detector Hanger. FLH Electrical fuel shuts off under hood Gas Vale Type: Mechanical Size: 2" Mfg.:ASCO Detector Bracket: FLB Ail systems to activatesimdtaneouslyin thesame hazard area. Detector Rating: 360 degrees Quantity: 9 Fire Alar shall activate i one is installed inbuhing. Comer Pulley: CPCT manual Pal is located 10-20 fed from hood and 42^-48•from the floor. Hood Size: HOOD 1 719" Duct Size: 18"x10" Shielded Cable: BFR-SC-100 Al fuel sources aregas unless othwiWscnoted. Hood Size: HOOD 2 11'0" Duct Size: 31"x10" Hood Size: Duct Size: HOOD 1 2W HOOD 2 2W r — —0---<Z:>-0— { )--------0------- ------------0 1HP 41HP ------------- I 1 I I I 1 t I I t I I t 2LP 21-P 1 2HP 2HP 2HP o 0 0 0 o d o 11-13 1HP 1HP I I o0 0 0 ov o t B 11-Isalama 1 l F nder I t I R O 32 x12 20 I t Open Top Churrasco wJ Manual I _-._ (Radiant)Grill Pull 1------------ 36"x24" Located I C3 03. 3.a. =.n. 9 m m m o m 0) Griddle-48""x24" I I I I I I I IT11Combi-Oven , MAX AFF 48 o 0 o O m I Range Fryer Fryer Fryer 36"x24" 14"x21" 14"x21" 18"x21" Mechanical Gas Valve 0 0 #BFGV200 11 U AV"ERICAN METAL,INC. 592 Oak Street, Copiague,NY 11726 J �� 1-631-842-2567 Contact: Mike Periera Orient Point Restaurant 40200 Main Rd Orient Point, NY 11957 By: TDG No.: HOOD-1A Scale: %' K-Tech # BDU18K 3275 CFM 1.5 HP,1ph, 230V E 0 O _T� D E Service Disconnect K-Tech #BDU15K 1917 CFM 1.0 HP,1ph, 230V 18"x18" Hinge 16g O Welded Blk Iron Exhaust O Duct 3M Fire Barrier Duct Grease Catch Wrap 615+ 14"x14" 16g Welded Blk Iron Exhaust Duct NOTE:_ _ EXH Duct Up to Up to MUA Fan on Roof Unit on Roof Temp Stat HOOD 1:7'9" I I HOOD 2:11'10" I I I I 18"x10" V 31"x10" PSP NOTE: TOP and SIDES of Hood to Be 10 Insulated K-Tech K-Tech #5412 PK-SND-2-SB-F #5412 PK-SND-2-SB-F Salamander 54" Open Top Churrasco (Radiant)GrillZD io Side Wall36"x24" - (both sides of hood) goon m omega m f= ago g 8 m m m m m m Griddle-48""x24" _ Combi-Oven �� 0 0 0 Appliance Typ. Range Fryer Fryer Fryer 361Ix24" 14"x21" 14"x21" 18"x21" 00 414a�2 FIRE ALARM NOTES �\ THE FIRE ALARM AND SMOKE / G HIGH FENCE 1. ALL SMOKE DETECTORS SHALL BE MOUNT NO CLOSER DETECTION SYSTEM SHALL BE THAN 36" FROM ANY HVAC SUPPLY OR RETURN DUCT INSTALLED, MAINTAINED AND DIFFUSER. PULL STATIONS TO BE MOUNTED 4'0" A.F.F. TESTED IN COMPLIANCE WITH TO CENTER OF DEVICE AND WITHIN 5' OF ASSOCIATED DOORWAY. HORN/STROBE AND STROBE DEVICES TO BE THE NFPA-72 CODE, LOCAL MOUNTED 6'8" A.F.F. TO CENTER OF DEVICE. HORNS TOWN CODE, AND THE FIRE RATED AT 85 DB AND STROBES ARE 15/75 CANDELA AND MAINTENANCE CODE OF W 2. ALL DEVICES SHALL BE MOUNTED ON APPROPRIATE LL, W BOXES SO THEY ARE ELECTRICALLY AND NEW YORK STATE v MECHANICALLY SECURE LL 0 3. ALL EXPOSED WIRING UNDER EIGHT FEET SHALL BE IN = Q AIM PROTECTIVE CONDUIT. RAMP AIM 4. ALL FIRE ALARM WIRING SHALL BE APPROVED FOR THE WIRE SPEC. CHART 12 W SPECIFIC TYPE OF JOB CONDITION 5. FIRE ALARM INITIATING CIRCUIT SHALL BE MINIMUM 18 w AIM GAUGE SOLID #18 AWG FPL WIRE: ADDRESS LOOP ('� \ 6. ALL NOTIFICATION APPLIANCE WIRING SHALL BE #16 AWG FPL WIRE: SIGNAL CIRCUIT 15/75 MINIMUM 16 GAUGE SOLID �\ 7. ALL SMOKE AND HEAT DETECTORS MOUNTED IN HUNG #12 AWG FPL WIRE: 120VAC/ GRD. CEILINGS SHALL BE MOUNTED AT THE HIGHEST POINT - j ATTACHED TO THE UNDERSIDE OF THE ROOF DECK 8. ALL WIRING SHALL BE SUPPORTED SO AS NOT TO REST F F ON THE HUNG CEILING O9. ALL MANUFACTURERS INSTALLATION REQUIREMENTS TYP. DEVICE LOCATION 15/75 SHALL BE STRICTLY ADHERED TO cEiL�r G LINE BATH 10. ALL N.F.P.A. 72, LOCAL, STATE, A.D.A, AND VILLAGE AIR REGISTER SMOKE F CODES SHALL BE STRICTLY ADHERED TO ao°MINIMUM DETECTOR FREEZER O 11. PROJECT ARCHITECTS MUST APPROVE ANY CHANGE IN LOBSTER TANK VEGETABLE/ PREP COOLER ' P THE DRAWING 12. ALL WORK SHALL BE DONE BY A NEW YORK STATE O LICENSED FIRE ALARM INSTALLATION COMPANY GARI3AGE & DRY STORAGE w 13. ALL WORK SHALL BE COMPLETED IN A &S°ROSTROBE EE RECYCLABLE ROOM — HALLWAY S CORA TS A-LIKE MANNER AND SHALL BE PLEASANT Of' 15/75 THE EY :�)p BATH 14. CENTRAL STATION MONITORING BY STATE WIDE WP / . 15/75 / �. O MONITORING(718)-494-6414 PULL STATION w PULL DOWN / \ \ / 15/75 AIR 15/75 P O FRCP 15. CONT24 ACT TELEPHONE NUMBERS ARE TO BE DISPCENTRAL STATION AND ALARM LAYED i V� FENCE �i�E STAIRS / Y ON THE ALARM PANEL w 16. SYSTEM MODIFICATIONS AND COMPONENTS ARE ANSU IT/AV EQUIPMENT ;8 BATH SUBJECT TO ADDITION, DELETION, MODIFICATION, OR ACCES ALTERATION AT THE TIME OF FINAL INSPECTION, IF FLOOR (�)p t HATCH FOUND TO BE INADEQUATE BY THE FIRE MARSHAL — — — OS REVISIONS CLEANING AREA P # DATE ISSUE/REVISION/NOTES ° BAR STORAGE 1 2/12/2020 SUBMITTED FOR REVIEW SEQUENCE OF OPERATIONS 15/75'° m 1. WHEN ANY INITIATING DEVICE IS ACTIVATED, THE <�♦/F) FOLLOWING WILL OCCUR: ° SHUCKING STATION _ _ _ A.HORNS WILL SOUND A TEMPORAL 3 CODE KITCHEN — B. STROBES WILL FLASH C.FANS WILL SHUT DOWN D.ALL ELECTROMAGNETIC DOORS WILL UNLOCK D.THE DEVICE IN ALARM WILL BE LISTED AT THE DETAILS: ICE BIN WITH ANNUNCIATOR SHELVESSEAFOOD DISPLAY SLIDING WALL E.AN ALARM SIGNAL WILL TRANSMIT TO THE C.T.CEILING TILE S.R.SHEET ROCK OPEN RAW BAR CENTRAL STATION - STATION N.T.S. NOT TO SCALE \� 2. WHEN THE ALARM IS SILENCED, THE FOLLOWING WILL occvR: NO SPRINKLER SYSTEM /T\ A.HORNS WILL SILENCE ��♦ F) B. STROBES WILL STOP FLASHING FF1 LL - O 3. WHEN THE F.A.C.P. IS RESET, THE FOLLOWING WILL NON PLENUM CEILING F OCCUR -- RESTAURANT A.INITIATING DEVICES WILL RESET _ - -- — -- - I _ B.FANS WILL RESET DRAWN BY: BAR BAR 4. TROUBLE AND SUPERVISORY SIGNALS WILL SOUND A ° EAST DECK TONE AT THE F.A.C.P. ONLY. NOT AN ALARM. THE Lu F.A.C.P. WILL TRANSMIT A SIGNAL TO THE CENTRAL SECURITY YSTEMS INC. 471 TOWNLINE ROAD LLX STATION ALSO HAUPPAUGE, NEW YORK 11788 TAKE OUT PHONE: (631)-979-4500 5. CARBON MONOXIDE DETECTORS SHALL SOUND A DRAFTING ALARM-TECH.COM TEMPORAL 4 SEQUENCE AT DEVICE AND A TONE AT THE F.A.C.P.AND ANNUNCIATOR.F.A.C.P.WILL TRANSMIT A CO ALARM SIGNAL TO CENTRAL STATION.HVAC AND APPLICANT• 15/75 FANS SHALL SHUTDOWN 6'HIGH FENCE F F F — LIGHTHOUSE S FENCE/WALL SECURITY INC• 109 EDWARDS AVE FIRST FLOOR FIRE ALARM PLAN / 15/75 WP CALVERTON, NEW YORK 11933 FIRE MARSHAL STAMPBOX PHONE: (631)-727-2728 SCALE: 1/4"=l'—O" SOUTH DECK INFO@LIGHTHOUSESECURITYINC.COM N.Y.S. LICENSE #12000022174 FIRE ALARM DEVICE LEGEND SEAL: FRE ALARM RISER DIAGRAM HVAC _o \ SYMBOL QTY DESCRIPTION PART NUMBER w0�� - - - - - - - - -- - - - - - - -- - - - ROOF PULLDOWN R ROPp 01- a< FACP 1 FIRE ALARM CONTROL PANEL ES-20OX STAIRS * y FAA 1 ANNUNCIATOR ANN-80 R R R ` �j o2 45 Q� A A N oF E��° ANSUL 1 ANSUL MMF-300 QF 7 PULL STATION BG12Lx - - - - - - - - --F - - F - - - - - -- - - _ ATTIC TA W 'A -= E 7 SMOKE DETECTOR SD365 AIM AIM AIM 15/75 15/75 15/75 PROJECT NAME: 5 HEAT DETECTOR H365 wP wP wP 7 ORIENT BY THE SEA RR s 40200 MAIN ROAD 2 ATTIC HEAT DETECTOR H365 F F F F F 15/75 15/75 15/75 P HVAC HVAC ORIENT, NY 11957 S S c c 3 HEAT DETECTOR (WATERPROOF) CF200MP/MMF-301 2 CARBON MONOXIDE DETECTOR C01224TR/ S S S S S 15175 15/75 15/75 o MMF-301 P P P P P N� SCALE: SCALE: 3/16" = 1' ,5n5� 2 WALL HORN STROBE P2RL F FJANSUL ATTIC FIRE ALARM PLAN SCALE: 3/16"=l'—O" 'y DRAWN BY: GM FIRST LINE: CENTRAL STATION mJOB: ORIENT BY THE SEA -o 15/75"Z72 CEILING HORN STROBE PC2RL F F F F F FACP SECOND LINE: BACK UP ACCESS SHEET: Er HATCH 2 OUTDOOR HORN STROBE P2RK FAA- -- -- - -- FA - -- �2ovac _ - - - _ 1ST FLOOR FIRE ALARM ,5175 3 WALL STROBE LIGHT SRL SITE PLAN FLOOR PLAN AIM 3 GENERATOR MONITOR POINTS MMF-300 STORAGE LOFT FIRE ALARM PLAN SCALE: 3/16"=1'-O" SCALE: N.T.S. REVISIONS: 18'-211 G HIGH FENCE .". GATE SIZE AND LOCATION TO BE DETERMINIED IN FIELD ALLOWING FOR ACCESS WHERE REQUIRED Lu W z v d- "' P P SE PLI LE L 2 5 0 FUFL TA K 2 REPLACE JOISTS,DECKING,RAILING = 00 ga AS 40 dgal IESE ) RECONSTRUCT RAMP -9 -1 /8 O 12 REPLACE JOISTS,DECKING,RAILING GEN FLUSH � MIN.5'WIDE w/INSIDE RAIL- IN � 5 /-O�t LANDING TO BE ICC/ANSI COMPLIANT,1:12 SLOPE _ _ _ _ EXISTING DOOR - ' KITCHEN BAR EQUIPMENT SPECIFICATIONS LOCA N TO REMAIN 1 1 10 ID No.: SIZE: DESCRIPTION: t 1 NEW ENTRANCE LNDG. REPLACE DELIV EPLA 1 OOps 1 1-3.625X34.469 FRYER NEW JOISTS,DECKING, EXISTING DOOR ENTRAN E STING D R I I �� RAILING(EMPLOYEE CI �dJ SERVICE USE ONLY) �� Q Q L _ _ _ _ _ _ _ _ _ J 1.7.625X34.469 FRYER tf1 N li �°'1 0_, I 11J . HAND C93 3-0X2-2.875 6 BURNER STOVE/STOVE / DRYER2'- " 00 SOOG� 4 4-0X2-4.875 8 BURNER RANGE 07 1 113 -6 e EX. BATH 5 4-0X2-10 CHURRASCO BROILER CP-LCHUG-48 3'-0" - - - - - - - _ -Q g-- ' 1 6 35" COMBI.OVEN V V MECHANICALSTO BE UPGRADED '-11'/2" 9'-10'/211AND ELEVATED TO CODE7.1 72" HEAT LAMP w N FREEZER _5 7.2 48"w REFRIGERATED WORK TOP 9 0X5-0 LOBSTER TANK G VEGETABLE / PREP COOLER _ 01 N 00 1 7.3 60"w REFRIGERATED WORK TOP t� O , I 1l�'-1011 9'-111 SPLASH I j� \ - 8 1-0X1-2.5 S.S.HAND SINK = d' lo UA 8'-1" '-4" ]'-0" 12'-011 ^ - -1 4 EX BATH N 9 5-0 S.S.WORK TOP w/REFRIGERATED DRAWERS GARBAGE & o BATH _ RECYC LA LE ROO "' 2'-6" 6'-7" PLASH G ARS , 10 6-0X2-8 S.S.WORK STATION/REFRIGERATED DRAWERS I d O COMMUNICATIONS ALARM REFRIG RATED 14 DRAIN ACK OVER I ��T % SYSTEM Q O ' DISHWASHER 6-0X2-0 EXISTING S.S.WORK TABLE w/HAND SINK J -0" 4'-0" ti y� r� 12 6-0 EXISTING S.S.3 COMPARTMENT SINK am / O O O 36" CLEAN DISH TABLE O 1 11 IT/AV EQUIPMENT 61-611 O8 1 II 1 11 ' r `f ^'" 01 '. 14 2-0X2.0 DISHWASHER W (2)DRAIN RACKS 4 HANDI 13'-7'/211 OVER SINKS DR ER, "' 15 59"w SOILED DISH TABLE LI _ BAR STORAGE 17 3o"w ICE MACHINE F••� 25 25 M i _ ^ BEVERAGES,PAPER PRODUCTS,SINGLE 18 4-0 S.S.WORK TOP w/REFRIGERATED DRAWERS 5 _ 15 _ _ - ih - ;,0,. O SERVICE ITEMS,TABLEWARE 19 2-6X2.6 EXISTING S.S.PREP TABLE - ` 4' 6'/211 121-7" 21 8-0X2-0 S.S.WORKTABLE °� 8'-811 rn / ' _ _ 22 4-0X2-0 S.S.WORK TABLE 4'-83/a" '-1'/4" 21-7'/4" 3' 4'/411 11'-1" M _ _ _ _ SHUCKING STATIO 4 O O --------------' --------- - -- 51-0" 3-0 _ 23 10-0X2-0 S.S.WORK TABLE t 00 24 7-0X2.6 3-DOOR WINE REFIGERATOR SPLASH GUAR 27 I O 18 Q 25 N 26 17 19 25 48"w ICE MACHINE N 1 '-1'/4" 5'-0" O I 26 2-1XI_1I MOP SINK ' /+�' SHELVES ICE BIN WITH '. \ 7.2 �} EX. KITCHEN _ SEAFOOD DISPLAY " \ \ ; 27 MOP HOOP ' OPEN RAW BAR \ \ ; 29 4-0X2-0 BOTTLE COOLER ALTERED(NO OVERHEAD WASTE LINES) M ri O; STATION d I \ \,,25'-2" i' 91-411 O ' \ 30 5-0X2-1.25 BAR COOLER ' oI /' i ` (VIF-MATCH OUTSIDE) (VIF-MATCH INSIDE) 1 Til -------------- POS ' ` 31 10X10 AND SIN � \ � 32 3-0X1-7 H ICE BINK L 7 r-_---------T----- 4"HINGEQ ria-�------ ` l 1 O 6'-1" 1-5'/21f --- , / t t , I COUN�R 34 , 35 35 II ; 34 4-0X2-1.25 BAR COOLER 38' 10 11 ( Q U O ;, , O 7 1-._ 35 2-OX1-8 BEER COOLER AVNs q "-- 1 1 31 V , I 36 2-0X2-0 GLASS WASHER EXISTING RESTAURANT CATHEDRAL CEILING I _ 1 37 20" DUMP SINK - - - --- ---- ' O i 1 32 1 r ----- - ; 20 C) 1 BAR �r BAR 34 34 EXISTING EAST DECK - --- ___ "' u'1 1 1 I RAISE TO MATCH FIN. FLOOR EXIT ILLUMINATION FIRE PROTECTION v COMMERCIAL GRADE Z COMMERCIAL GRADE "' r-- ; 29 NEW DECKING,RAILING AS NEEDED Q®v LIGHTED EXIT SIGN " PERMANENT VINYL PERMANENT VINYL O 2 w AWNING OVER BAR - (' O w/EMERGENCY LIGHTS __ ------- 3, 1 V AWNING OVER BAR " 'TAKE OUT S = EMERGENCY LIGHTS ___; � V FENCE/WALL IID - - _ I_-_ � wI BATTERY BACKUP :o o 11� ' in I I�J � i -1 REQUIRED 6'-4" I IQ 1 I � FIRE EXTINGUISHER ' ' I ° I SMOKE/CO DETECTOR 36 ; 33 31 211 3t 211 3'-7'/i" --------------- I t -30 _ 1 1 a I 6'HIGHFENCE •--- - ------------ ----- `-� +. {= 6-0 6-0" 6-0 m m ai o ALL NEW EXTERIOR OPENINGS TO BE IMPACT GLASS n ' w/DESIGN PRESSURE UPGRADES p 4 13 .0 , 6' ` u j RCIAL GRADE ALT.7/16"PLYWWOD w/FASTENERS AS PRESCRIBED rn v o 1 > PERMANENT VINYL BY CODE AND INSPECTED BY BUILDING DEPARTMEN ti .r`X .r`-Xv. y AWNING OVER BAR O % 8'/2" \j. \ j r' 11_61/211 f=, .`4 i f s BUILDING TYPE 5b (WOOD FRAME °� I /" EXTERIOR WALLS. BEARING WALLS, AND P 12 A ' ' I CEILING TO BE 1 HOUR FIRE RATED �' v M ' PER NYS BUILDING CODE, TABLE 601, 2015 IBC N �, w \ NOTE: I 20% TO BE APPLIED AND COST FOR j j I ACCESIBILITY CONSTRUCTION W 1 \ ; U O WALL LEGEND V) y EXISTING SOUTH DECK / RAISE TO MATCH FIN.FLOOR J U',� 1 7 Z�zO .--------------. WALL TO BE REMOVED N ' NEW DECKING,RAILING AS NEEDED 'Y CARGO NETTING CANOPY --� ALL NEW WORK SPACES AND COUNTER SPACES SHALL BE ICC/ANSI COMPLIANT EXISTING WALL NEW WALL NOTE: U y `• DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL DESCRIPTION EXISTING PROPOSED EXISTING [INT.:2X4=4-1/2",2X6=6-1/r',EXT.:2X4=4•",2X6=6"] 1ST. FLOOR(2005) 2949.3 SF DIMENSIONS OF NEWI 2A 2LX6 ARE 5 FROM STUDS 1ST.FL.BUILDING ENVELOPE 2949.3 SF 2949.3 SF I EXT. ' SOUTH DECK 1477.0 SF 1477.0 SF - - ,-- - POST ` I TVP t EAST DECK 1242.0 SF 1428.6 SF RAISED DECK -- 1254.1 SF **BUILT OVER EAST AND NORTH DECKS ETTIN CABLE PER/viFGR ; , SOUTH DECK RAMP 58.0 SF ** **TO REMOVE SOUTH DECK STAIR ** 19.8 SF **TO REPLACE EX.RAMP _ - 1 EAST DECK STAIR 6.0 SF 20.6 SF TO REPLACE EXISTIING(RAISED DECK) DRAWN: MH/MS NORTH DECK&LANDING 305.0 SF 197.1 SF TO REPLACE EXISTING �. + �t`i:' ,`� y r� SCALE: NORTH-EAST STAR&LANDING 45.6 SF - g JOB#: PROPOSED FLOOR PLAN FUEL AREA STAIR&LANDING 8 SF 26.4 SF , . 6/16/2020 SCALE: 1/4 - 1 -0 Or SHEET NUMBER: A-9 REVISIONS: 18'-211 EXISTING BUILDING 13ROSS FLOOR AREA: 3131 SQ. FT. y \�L 6'HIGH FENCE Ru°. PROPOSED BUILDING GROSS FLOOR AREA: 2903.3 SQ.FT. GATE SIZE AND LOCATION " EXISTING DECK(S)GROSS AREA: 2488 SQ.FT. TO BE DETERMINIED IN FIELD ALLOWING FOR ACCESS WHERE . PROPOSED DECK(S)GROSS AREA: 2488 SQ. FT, REQUIRED MR MR s•w"uu muuren EXISTING BUILDING 2ND.FLOOR GROSS AREA: 320 SQ.FT. (DECK) u W z U w ueun d- u"'- P P SE PL LE L V W = 5 0 FU T K = REPLACE JOISTS,DECKING,RAILING N = 0 ga AS--40 gal IES ) to RECONSTRUCT RAMP g 6 1 /8 �o 1 I® REPLACE JOISTS,DECKING,RAILING GEN Q 11 FLUSH MIN.5'WIDE w/INSIDE RAIL- O1 10 5'� LANDING TO BE ICC/ANSI COMPLIANT,1:12 SLOPE EXISTING DOOR NEW ENTRANCE LNDG. LONPA MAIN I I �O NEW JOISTS,DECKING, REPLACE DELIV A KITCHEN / BAR EQUIPMENT SPECIFICATIONS A EXISTING DOOR ENTRAN E I s ID No.: SIZE: DESCRIPTION: RAILING(EMPLOYEE - I 1 O SERVICE USE ONLY) O® ` 4C 1 1-3.625X34.469 FRYER i i i p 1 1 9J FE)ff 2'_ " O S \ 1 O AGFA 2 1-7.625X34.469 FRYER 31-6" H / ( 1 J 3 3-0X2-2.875 6 BURNER STOVE/STOVE t/ i . 3'-0" L2 - - - - - E - - - 1 A 1 Q®� - L `'� EXISTING OUTDOOR 4 4-0X2-4.875 8 BURNER RANGE Z _ V Z I MECHANICALS j Op 1� 1 \ / - - - J O TO BE UPGRADED 5 4-0X2-10 CHURRASCO BROILER CP-LCHUG-48 Lu N FREEZER 7'�5" '-111/2° O 9'-101/211 AND ELEVATED TO CODE 9 0X5-0 LOBSTER TANK 2 G VEGETABLE / PREP COOLER _ 6 35" COMBI-OVEN _ 1 EX. BATH a 7.1 72" HEAT LAMP O I 10'-10" 91-1" SPLASH 1 � 7.2 48^w REFRIGERATED WORK TOP 8'RD -1x1 1_i111 7x_011 12'-011 - - ° d GARB GE & o in BATH W i I I I cV O I I 7.3 60 w REFRIGERATED WORK TOP RECYCLA LE ROO '" 21.611 61.711 PLASHI Ako , 1 � - I I I I W 8 1-0X1-2.5 S.S.HAND SINK Z I COMMUNICATIONS ALARM I 1210 1 1 Z REFRIG RATED 14 DRAIN ACK OVER " I u \ O/ SYSTEM 1 O DISHWASHER - _ _ - _ �+ p - -' , I 1 1 v 9 5-0 S.S.WORK TOP w/REFRIGERATED DRAWERS Z F..� �� - - _ _ < BATHiAi 10 6-0X2-8 S.S.WORK STATION/REFRIGERATED DRAWERS E"'{ �- _ _ _ O �t G 4 r- IT/AV EQUIPMENT - - o CO N 8 I ' 1t 11 6-0X2-0 EXISTING S.S.WORK TABLE w/HAND SINK ^`'�J O 8 5'_111 91-41/2" M Tl__J MD o O 6-6 12 6 0 EXISTING S.S. 3 COMPARTMENT SINK r9 _ (2)DRAIN RACKS rT� 13'-71/2" OVER SINKS "" Ln 13 36" CLEAN DISH TABLE 23 BAR STORAGE 14 2-0X2-0 DISHWASHER BEVERAGES,PAPER PRODUCTS,SINGLE 15 M ^ 3_p SERVICE ITEMS,TABLEWARE 15 59"w SOILED DISH TABLE 1\9:11 M ' ^ 17 30"w ICE MACHINE 0 61/2" 121-71' -I -4.1r $'-8" M 18 4-0 S.S.WORK TOP w/REFRIGERATED DRAWERS 4-83/411 1-111411 21-71/411 T-41/4" 11'-1° M - - O4 r1 O SHUCKING STATION51-0t1 3 - 19 2-6X2-6 EXISTING S.S.PREP TABLE 21 8-0X2-0 S.S.WORKTABLE O - O , i� O SPLASH GUAR 27 22 4-OX2-0 S.S.WORK TABLE 26 "' - --- 17 19 18 25 cV z1 1-11/411 5'-0" O --- - 23 10-0X2-0 S.S.WORKTABLE w ICE BIN WITH Q. EX. KITCHEN - \ SHELVES SEAFOOD DISPLAY 24 7-0X2-6 3-DOOR WINE REFIGERATOR O-� ALTERED OPEN RAW BAR N 25 48"w ICE MACHINE (NO OVERHEAD WASTE LINES) STATION Q I '-211 C31_4 n 00 q1 (VIF-MATCH OUTSIDE) (VIF-MATCH INSIDE) 26 2-1X1-11 MOP SINK O -A ® 1 n+ I 27 MOP HOOP _ 4 II ------------- Pos ' ----4 4"HINGE 29 4-0X2-0 BOTTLE COOLER O 6'-1" '-51/2" ; ; 34 ; 35 ; G/N�R POS 35 I ' q 7.3 Qi O 38' 10 11 Q E) �'/ ; 30 5-0X2-1.25 BAR GOOIER O --- 31 ; ' 31 1-0X1-0 HAND SINK TAVL ' f y � EXISTING RESTAURANT ) r , 32 3-OX1-7 ICE BIN Q1' 1 CATHEDRAL CEILING 32 34 4-0X2-1.25 BAR COOLER 1 , 1 , 1 , O DPOS POS _ ' 29 I i 35 2-0X1-8 BEER COOLER BAR ---4 O O Lu BAR 34 I 34 36 2-0X2-0 GLASS WASHER ___ EXISTING EAST DECK N COMMERCIAL GRADE ' RAISE TO MATCH FIN.FLOOR O 37 20" DUMP SINK "fel z COMMERCIAL GRADE v PERMANENT VINYL 29 ' \, LL r , NEW DECKING,RAILING AS NEEDED PERMANENT VINYL Z � = w AWNING OVER BAR 1 V AWNING OVER BAR u- C TAKE OUTH 32 i FENCE/WALL I IQ i :n b l lt , (® ; 1 EXIT ILLUMINATION I FIRE PROTECTION 1 , 61-411 110 ' 1 ib736 33 ' i Q®� w/EMERGENCY LIGHTS 3'-2" 31-2 31 11211 1 30 ; EMERGENCY LIGHTS o 6'HIGH FENCE " „ -------------y---- w/BATTERY BACK UP ,� Q V 6-0 6-0" 6-0 Ly v REQUIRED m 4 c ai IT-O' 6' FIRE EXTINGUISHER n ' rr \ RCIAL GRADE p 4 1 1 1 1 1 1 1 1 1' " " i ' 12'_8" PERMANENT VINYL ® SMOKE/CO DETECTOR m O i 81/2„ AWNING OVER BAR X 0 ca 1 1 1 1 Ln fs, u .54 ALL NEW EXTERIOR OPENINGS TO BE IMPACT GLASS C) u \ 1 I w/DESIGN PRESSURE UPGRADES m � Mto 1.EXISTING HVAC,ELECTRICAL PLUMBING TO BE EVALUATED 1N FIELD AND ' ' ' ' ALT. 7/16"PLYWWOD w/FASTENERS AS PRESCRIBED '''' � '� REPLACED AND/OR REPAIRED AS NEEDED.EXISTING SYSTEMS TO MEET � ' ' ' r 2015 NYS CODE. ; ; ; ; 1 BY CODE AND INSPECTED BY BUILDING DEPARTMEN U 2.INTERIOR WALL,CEILING,AND FLOOR FINISHES TO BE EVALUATED FOR ' ' ' 1 CT (n REFINISHING,PAINTING,etc.ALL PAINT FINISHES TO BE VOC COMPLIANT. It M KITCHEN;INSTALL FRP PANELS OR AS APPROVED BY SCHDS. ' 00cu 3.INTERIOR AND EXTERIOR OPENINGS TO BE REPLACED.EXTERIOR OPENINGS I W TO BE ANDERSEN HIGH-PERFORMANCE GRADE OR APPROVED EQUAL.ALL , UNITS TO BE IMPACT GLASS,MEET CURRENT 120mph WIND CODE DESIGN BUILDING TYPE 5b (WOOD FRAME PRESSURE REQUIREMENTS,AND BE COMPLIANT WITH U-VALUE AND SHCR I ENERGY COMPLIANCE. EXTERIOR WALLS. BEARING WALLS, AND 4.EXISTING ELEVATED FLOOR AT BAR TO BE LOWERED TO BE FLUSH WITH CEILING TO BE 1 HOUR FIRE RATED RESTAURANT AREA. I 5.CEILING AT DINING ROOM TO BE REMOVED AND OPENED UP TO BE ' PER NYS BUILDING CODE, TABLE 601, 2015 IBC CATHEDRAL CEILING,SUPPORTED WITH NECESSARY COLLAR TIES(TBD) F-�1 IN ADDITION TO ANY ADDITIONAL STRUCTUAL MEMBERS(TO EVALUATE). ADDITIONAL ELECTRIC,LIGHTING,etc TO BE ADDED AS REQUIRED. V 6.INSIDE BAR O BE REMOVED AND REPLACED.LIGHTS,OUTLETS,LAN CONNECTION V) CONNECTIONS,PLUMBING,DRAINAGE,etc.TO6EREPLACED. EXISTING SOUTH DECK NOTE: WATER 7.KITCHEN RENOVATION TO MEET ALL CODE REGULATIONS.ANS RAISE TO MATCH FIN.FLOOR ' 20%TO B E APPLIED AND COST FOR TO BE INSPECTED FOR PROPER OPERATION,FLOOR DRAINS AND WATER SUPPLY TO BE ADDED AT LOBSTER TANK LOCATION.ADDITIONAL POWER, NEW DECKING,RAILING AS NEEDED WATER SUPPLY,DRAINAGE TO BE ADDED THROUGHOUT.EXISTING CIRCUT ACC ESIB ILITY CONSTRUCTION BREAKER PANELS TO BE RELOCATED(TBD)AND REPLACED TO MEET ADDITIONAL CARGO NETTING CANOPY ENERGY REQUIREMENTS.ACCESS TO ATTIC TO BE CLOSED OFF.EXISTING COOLERS TO BE MOVED.EXTERIOR UTILITY CLOSET(OUTSIDE KITCHEN)TO BE ALL NEW WORK SPACES AND COUNTER SPACES SHALL BE ICC/ANSI COMPLIANT d CLOSED OFF AND USED AS KITCHEN SPACE.EXISTING OFFICE TO BE REALLOCATED FOR REFUSE AREA.REFUSE AREA TO BE SEALED OFF FROM KITCHEN AND REFRIGERATED AT NECESSARY TEMPERATURE FOR DAILY U5AGE.EXTERIOR DOOR TO EXIT TO LANDING AND RAMP,TO WHEEL GARBAGE TO DUMPSTER LOCATED P4 ELSEWHERE.TO BE CONSTRUCTED. WALL LEGEND U S.EVALUATE FIRE SUPPRESSION THROUGHOUT FOR SPEINKLERS(TBD),FIRE DESCRIPTION EXISTING PROPOSED EXISTING r EXTINGUISHERS.LIGHTED EXIT SIGNS.EMERGENCY LIGHTING.SMOKE AND CO r--------------, NOWW DETECTORS,etc TO ADD AS REQUIRED BY CODE. IST. FLOOR(2005) 2949.3 SF L--------------, WALL TO BE REMOVED 9.ALL EXTERIOR(SWINGING)EXIT DOORS TO HAVE DOOR CLOSER AND PANIC 1 , IST. FL. BUILDING ENVELOPE 2949.3 SF 2949.3 SF r BAR.THRESHOLDS TO BE LOW-PROFILE ADA COMPLIANT. I EXISTING WALL 10.EXISTING FUEL TANK TO BE REMOVED AD RELOCATED.OUTSIDE AC UNITS TO BE ' ---- _ P0� SOUTH DECK 1477.0 SF 1477.0 SF REPLACED AND ELEVATED ABOVE FLOOD ELEVATIONS,UTILITY CLOSET AND ALCOVENEW WALL TO BE CLOSED OFF AND USED FOR BAR STORAGE.CIRCUT PANELS,ALARMS,etc - - TMP_ 1 EAST DECK 1242.0 SF 1428.6 SF TO BE RELOCATED.EXISTING SITE GENERATOR TO BE REVIEWED FOR RELOCATION. - _ _ NETT1 I **RAISED DECK ---- 1254.1 SF **BUILT OVER EAST AND NORTH DECKS NOTE: 11.EXISTING PROPANE TANK LOCATION TO BE EVALUTED FOR RELOCATING OR ADDING - NG CABLE PER ** ** 1 4 ,. TO MEET KITCHEN DEMANDS. -` _ _ R MFG SOUTH DECK RAMP 58.0 SF TO REMOVE �T + DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL 12.ALL FENCING TO BE REMOVED AND REPLACED AS INDICATED. _ - _ _ I SOUTH DECK STAIR ** 19.8 SF **TO REPLACE EX. RAMP �� I INT.:2X4=4-1/2".2X6 =6-1/2",EXT.:2X4=42'.2X6 =6"] 't. j DIMENSIONS OF NEW WALLS ARE FROM STUDS 13.SIDING AND TRIM BOARDS TO BE EVALUATED FOR REPAIR AND/OR REPLACING. �- - �- _ - 1 EAST DECK STAIR 6.0 SF 20.6 SF TO REPLACE EXISTIING(RAISED DECK) it 0 "�,° [EXT. INT.:2X4 = 3 1/2",2X6=5-1/2"] DRAWN: MH/MS REPAINT EXTERIOR. , NORTH DECK&LANDING 305.0 SF 197.1 SF TO REPLACE EXISTING "'� �' �6 14.ROOF TO BE EVALUATED;REVIEW EXISTING SOLAR PANELS REMOVE,MAINTAIN), x ROOFING,UNDERLAYMENT,SHEATHING(SAGS TBD).REPLACE ROOFING WHERE ;'' �►rti SCALE: NORTH-EAST STAR&LANDING - 45.6 SF ti- JOB#: NECESSARY.REPLACE FASCIA,RAKES,GUTTERS,DOWNSPOUTS AND NEEDED. PROPOSED FLOOR PLAN VR 7/24/2020 15.ALL EXTERIOR DECKING,RAILING,BENCHES,RAMPS,STAIRS TO BE REPLACED. FUEL AREA STAIR&LANDING 8 SF 26.4 SFDECK AT EAST SIDE TO BE BUILT UP TO BE FLUSH WITH BAP✓RESTAURANT AREA. n - 1 n `7 �/ 1 SHEET NUMBER: RAISED DECK TO EXTEND TO SOUTH SIDE OF DINING AREA,FOR A 3FT.LANDING SCALE: 1/4 - 1 -0 , 11. e122 D �� D AND STEP TO EXISTING LOWER LEVEL DECK,LOWER DECK(SOUTH)TO BE SQUARED ,N�'OFF AS SHOWN. 4 . 16.EXISTING OUTDOOR BAR TO BE REMOVED AND REPLACED WITH PORTABLE 'f GA- 1 O (MOVABLE)BAR.NEW PLUMBING AND ELECTRICAL TO BE ADDED AS NEEDED. A U 1 3 2020 BUILDING DEPT. T0. RE ;j 16 DOCKT C YP) 0 PILINGS O O EXISTING i ° ° G B L ° O KHEAD o ° o v� EXISTING 50.0' X 5.0' RAMP �` *EXISTING FENCE TO BE AND 10.0' X 6.7' LANDING REMOVED AND REPLACED TO BE REMOVED AND REPLACED NEW FENCE ° WITH NEW ADA COMPLIANT - ;-- X - ----- 28.8' X 5.0' RAMPCAND 1,` EXISTING INGROUND AND ABOVE 8.0' X 6.7' LANDING >� GROUND FUEL TANK TO BE REMOVED AND REPLACED ' P E� INSTALL FIREGUARD ABOVE GROUN , SPLIT TANK (DOUBLE WALL) ' ' - - - - - --- -- -- - - - --- -- - NEW 5.0 X 5.0 [4000ga1 DIESEL, 1000ga1 AS] LANDING - 7'-11"w�.X -11"I X 7'-1 w EXISTING 2 STY. EMOVE EXISTING (2) FUEL STRUCTURE TO BE PUMPS AND REPLACE WITH ° REMOVED AD RE-BUILD ; DECK IN PLACE PROPOSED (2) FUEL PUMPS EXISTING FENCERESTAURANT Y RELIANCE G5200 0 TO BE REMOVED Q 3 -0"w x P-8"d x 41.5"h W o C o � O r w O z EXISTING DECK _ z REMOVE EXISTING RAISE +/- 11.5" >c o0 0 0 RAMP AND REPLACE NEW FENgE EXISTING DECK PLANKING, (� o WITH NEW STAIR - �'"�- -r�<- - - - -- ---- - -J BENCHES , TABLETOPS, .-- -- ---- NEW LANDING RAILING TO BE REPLACED ° EXIST. WALK ------ --- i c EXISTING --- EXISTING DECK Z -----:.EXISTING DECK PLANKING, BENCHES, --RAi-L-ING-T•0:B E_RE- PLACJr p------ _ A " v -------------- o BOL __ ---------- ---- ----------:------------ --- -- ----- --- � � I � �� Z,� o ° " ��., L --- w a n � M o ARDS E _ ----- __ "C X• B _ - --- -- -- m V) •� Vi E p v oob ED V X.a .2 v, L0 rn x O It -� u O O O N o W x O O O 0 w EXISTING x 1 U BUILDING ° Q o x o p ° ° o O oPILINGS ° PARTIAL SITE PLA Q N � x SCALE: 1" = 10'-0" U x DECK O u o PILINGS O X STAIR c -fl�i O ° c .� , et' �� » ._ DRAWN: MH/MS SCALE: JOB#: O k ,>' ► '; , , t. 1/13/2020 ° SHEET NUMBER: S-1 REVISIONS: RE-PAINT EXISTING SIGN REPLACE/PATCH ROOFING, — — - -- — FASCIA AND RAKES AS NEEDED — H O o ' a - ❑ REPAIR/P EPLACE EXISTING EW EXIT DOOR BUILD NEW DECK OVER EXISTING, SIDING AND TRIM AS REQUIRED FROM KITCHEN Q+ DECK TO BE ELEVATED,FLUSH WITH — — — — NEW SERVICE LANDING, RAILS FINISHED FLOOR AT BA2 AREA W REPLACE EXISTING RAILING REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM 42"h CABLE RAIL SYSTEM NEW F N—ING — i L L INSTALL NEW PERIMETER LATTICE(TYP) -- — EXISTING RAMP TO BE RE-CONSTRUCTED TO CODE REPLACE EX. DECK STAIR PROVIDE ADA INSIDE RAIL AS REQUIRED PROPOSED NORTH ELEVATION 1 SCALE: 1/4" = V-0" V_ C � � � � H o W O ~' O o O N � O d' i 1 o NN C O G Xo ^ D1 V � O i+ L U cn N 4: p�q CZ (V N 41 0El L—i L--j L---j 11 L___j W F-1 a a El Ll W 0 N x EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" r s DRAWN: MH/MS SCALE: JOB#: 1/13/2020 SHEET NUMBER: s A-1 REVISIONS: TIP CUT BACK EXISTING O F--�I 24"OVERHANG TO 6" �..I REPAIR/REPLACE EXISTING O?� � SIDING AND TRIM AS REQUIRED W 77 REPLACE EXISTING $y 1 SIGNAGE REPLACE EXISTING RAILING 42"h CABLE RAIL SYSTEM NEW SERVICE LANDING, RAILING,RAMP NEW FENCIN i INSTALL NEW PERIMETER LATTICE(lYP) REPLACE EX. RAMP INSTALL NEW PERIMETER LATTICE(TYP) WITH NEW STAIR PROPOSED WEST ELEVATION SCALE: 1/4" = F-0" O � XZ lk 1111 o W O � � O � O O 0 m N r! 0 ° m ai u o � ti v m � Ln C Mcl O 4 � Ln U "o N (u v r W w U Fq FT- I —X O v o N x EXISTING WEST ELEVATION .:. . SCALE: 1/4" = V-0" / DRAWN: MH/MS ,tzSCALE: JOB#: 1/13/2020 SHEET NUMBER: .. A-2 RE-PAINT EXISTING SIGN RRM _ -=UT CUT BACK EXISTING - ®24"OVERHANG TO 6' i I REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRED Li y REPLAC 1 ING RAILIN � -77-77-7 111111 DIM= NEW FENCING B1111 42"h C, TEIRAIL SYSTEM fit 1 11 Al . Ill Jill x I-I J I V � 4 I h INSTALL NEW PERIMETER LATTICE(TYP) - -INSTALL NEW PERIMETER LATTICE(TYP) PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" [UHU..[Rr'" n LL- ILL - 111 IL11 ILA Til Lil EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" REVISIONS: REPAIR/REPLACE EXISTING SIDING AND TRIM AS REQUIRED LLI REPLACE EXISTING RAILING ijTO 42++h CABLE RAIL SYSTEM F� NEW FENCING BUILD NEW DECK OVER EXISTING. DECK TO BE ELEVATED,FLUSH WITH INSTALL NEW PERIMETER LATTICE(TYP) REPLACE EX.DECK STAIR PROPOSED EAST ELEVATION SCALE: 1/4" = l'-0" z o W O � � O C) O d' 0 m 0 X m = N v 0 Ll, � r" x Cc, l z V o r4 u 0 Ln u 00N v .0 W W Elm w u N d x EXISTING EAST ELEVATION ., SCALE: 1/4" = 1'-0" Y + k . •..;�1-•.: �u_ •�'�,,� DRAWN: MH/MS , �7 �+ it TSR r��i�•;C SCALE: JOB#: o1/13/2020 SHEET NUMBER: A-4 REVISIONS: (3)2X12 GIRDER (3)2X12 GIRDER ti 9r-5V2rr itI II 3�_8, 2'-9%2" 3•_O„ c0 W Lu I- — (3)2X12 GIRDER I I I u 1 U. v V ' N 2X10 EX F1 (@16"OC V I W0 ' N X 0 z IN N N�I IW EXISTING FOUNDATION BUILT UP SLAB (3)2X12 GIRDER �12"dia.CONC.PIER 00 N O w/1-1/2"HELICAL PILE ►I 1 1� I 00 O 1 I 6X6X3/8 CAP(TYP) EXISTING CRAWLSPACE \ I, I ,i t0 II w r w o f I ' cd I �TIW�I co V 2X10 EX F) P16"OC , V EXISTING CRAWLSPACE I it N ( N NII 2X10 FJ (a16"OC 1 3-5 1/2 TOS-BOJ _ (3)2X12 GIRDER -– (3)2X12 GIRDER I n BLK FOUNDATION 1 1c I W ° I K u W 00 N u 1 o' toce I 00 V V I 00 I I TRAP I x x t\ DOOR I I I 1 . L - - - J 1 I V r — — I p I EXISTING CRAWLSPACE _ - 2X8 D1 16"OC 1 1 I Z z STRUCTURAL RT UNABLE TOBE VERIFIED 00 ' 00 1 ko 1 00 Q p I t 00 I Q I 1 Q � I I — X6 POS .� —� w 1 (2)2X10 GIRDER 6 (6,P) T (2)2X10 GIRDER \ Kp w I 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" o `� 1� I I Iui u _ IN k ° I O e-i .N N I 6X6 POST00 (TYP) N 0111 N I (22X10 GGIRDER — I I` p c }" w I 9r'73/4,r — �"—� — (2)2X10 GIRDER r I 9'- 7314" 6x6 POST I _ — — __ cu _ ° r+ � 9'-7/4 (1YP) 8'-2„ I 3 rr r �_ 2 2X10 GIRDER_ I ]'-8" — — — _ 1 _N cz u n `` I 9'-73/41, Q ..I _ ._ 1 I r ,0 9'-73/4" 6'_Orr o`io � ,fl cu 8'-0%4r, 3'"Orr cv 0 w 0 L 8'-0%a" co '-0411 8'-O/a I I (2)2 X10 _ _ W 11, (2)2X10 27IR17E�R _ U 10"dia PILING O(NP) n 2X1O-DER NOTE � -• _ _ _ _ I I O'� DIMENSIONS OF STRUCTURE ARE AS OBSERVED (1)2X10 G R AND MEASURED WITHIN LIMITED ACCESS IN FIELD M ------O"dia Pll[-- — �`' 91-2" (ryp _ BULKHEAD ) 9r-2„ (1 10 GIRDE� — _ 9'-2" —�- •- — — I I I r I v `— J Cn 9_2rr 10"dia PILING (1)2X10 GIRDE— � x (1 YP) 9'-2" �1 . 1 I EXISTING FOUNDATION PLAN c SCALE: 1/4" = 1'-0" 'Y :. �j,�„ • �'t;;" y;y DRAWN: MH/MS SCALE: JOB#: 1/13/2020 SHEET NUMBER: A-5 REVISIONS: 20'-81/211 531-411 50'-0" 10'-0" ACCESS OPNG E3 3 E3 GEN EXISTING RAMP EXISTING LANDING 00 rh .�. EX.1000 GAL.DIESEL FUEL TANK '— ON VP�Q ® EX. ATH QJ O EX. BAT�R J 16'-8" �O 11 11 EX. OFFICE EX. BATH Li EX. HALL I I 6'-103/4" RAMP ® i DN ; O WOOD SHELVES r - — I ATTIC — — — — — — — — — Z I STAIR W - - - - - - - - - - - - - - - - - - - - - r - - - - T - - - - - EX. STORAGE 00 [--� ® -- nicr ----------------- ----- - - — - — - — - -I— - — �- — - �--� N ' © SERVICE r , PANELS EX. RESTAURANT �, r 0 r ® I I p EXISTING KITCHEN I ; EX. BAR CATHEDRAL I I I 2 CEILING ' II ' r ' -- II •-- ' ---------- � l � R� TRAP I �' r r r r 7DOOR i IIS® - - - � i0 I f-' EX. BARElz Z •---------- '-'- - - - - - - - - - o W o RAMP I I EXISTING EAST DECK N o� 0 1 r DN I I O 04 '— --------I N r 00 0 11 HC) m u x - u EXIST. o X y EX. RAMP LNDG. w 314 EXISTING RAMP Ln v E� u 21'-0" 10'-10'/2" 42-2 ' E u F v v ^- N � w3 EXITING SOUTH DECK w V O E=qd P4N o / �0 p e , 48'-9rr i- c% A DRAWN: MH/MS 21-On � ri ?* ,'� SCALE: qr f: JOB#: 1/13/2020 EXISTING 1ST. FLOOR PLAN '* 34r-6„ q�, �,al.�r: �'; SHEET NUMBER: SCALE: 1/4" = 1'-0" `-+ 1 �y`�> A-6 REVISIONS: O W FINISHED STORAGE 320 SQ. FT AREA TO BE DEMOLISHED � � z o c C) o N O 0 v o U c°Ov v E v W P, W u . � U O d EXISTING 2ND. FLOOR PLAN N SCALE: 1/4" = V-0" � x t >r W,�y�t r i DRAWN: MH/MS SCALE: JOB#: 1/13/2020 SHEET NUMBER: A- 7 REVISIONS: 5'-911± (-TYP) 71-51/211 _. .. .. 7J I..P Wq-1 ,J11 a ! Of a Of ' o Q Q Q a a a _, i ',' m 00 co co " i; 00 ' v _ X x = Q x x x 2X8 ACQ(a.16"OC ' I Xp 00 51 011 � A N � - ' '� �. 1 I ^I I � 1 1 1 '� ♦--------------1'0 1♦ ------___---1 ,0♦'--------------- o I I-0♦1 O♦ 1 v 1 1 1 I� _ _ _ , 1 (2,) 2X8 ACQ - - - ;•- , ,ID , 101 uv0 O .: - 10 N EX. (3)2X12 GIRDER EX.(3)2X12 GIRDER . - - - - - - - - - - - _- - -_ 12 EX. (3)2X12 GIRDER ,Xi, U � N r 1711 o : , X X ,;EX.2X10 EX F1 1016"OC„ 2,; I O Lu U I 1 EX.'12"dia.CONC.PIER �I� u EXISTING FOUNDATION w , X I W w/la/2"HELICAL PILE EX. (3)2X12 GIRDER 11J BUILT UP SLAB _ re _ __ _ - _ ___ __ , I I 6X6X3/8 CAP(TYP) /i Lu ' p I EXISTING BUILDING TO BE RE �I 1 ►w 1 MOVED.NEW STRUCTURE I ' 1 1 1_411 1 I TO BE EVALUATED TO i BUILD DECK IN PLACEce " 1 Lu 7 3/4"X7"XI2"BASEPLATE w/ D I I ' 0 /' / / a I+ I 30"x30"x12"PC FOOTING 0° ce i ' p UNDER COLUMN ABOVE {2}3/4"X16 ANCHOR BOLTS m I I V I V / 'N, T I GROUT CELLS SOLID(TYP)AT z q 1 N -EX.2X10 EX FJ 1x16"OC EXISTING CRAWLSPACE MF) COLUMN LOCATION ABOVE EXISTING CRAWLSPACE p ° o ;) ^ N M(� I No IIS I W `y Luj W I w W + ep EX. (3)2X12 GIRDER ,EX.(3)2X12 GIRDER I 4M 0 1 1 I ' 1 I D Lu 10 g , W I ' •DceI W ti-:;, > J x cY 1 ice ' O a O O X N N >" LL iN w 0 w w O 1 '9 L mLu ce d I o W 0 pw P INSTALL 2X LA EX.2X8 DJ "OC1 I O O I / / , / // / /i EXISTING CRAWLSPACE u E OVER(PEpENDICULAR WITH lAC 1 I ) Q D rR EACH JOIST STRUCTURALSUPPORT i I %UNABLETO BE VERIFIED , m m 1'-5'/211 '_411 ° zQ 1 1 1 I Lu en� 4"LEDGE FOR JOISTS/SILL PLATE v - 4"LEDGE FOR JOISTS/SILL PLATE - D w 1 EXISTING DECK I d d' a o w � 1 e H 1 J f _ 1 BUILD UP DECK D D .'D D .'D D .'D ! D .'D D D . D D .' D OVER EXISTING D D D .'D D D D D D D D D D D D D D D C a D D ^D D D D' ' i j/ / / / /i i' / l ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 4 ° 7 ° 4 ° 4 ° 4 °^ 4 ° 4 °^ 4 °^ 4 4 �° 4 °° (SEE SECTIONS) I O G 1 e--q SEE SECTION A-A _ _ _ �� _ _ SEE SECTION A-A w I cn N o FOR DETAILS tee, EX.6X6 POST (-CONCRETE TO BE BUILT UP OVER - 0FO DETAILS �1 EX.(2)2X10 GIRDER w I v (TYP) EXISTING WALL FOR DOOR SILL o p 1 0 m I I N o 0 10 I a' a; �a'� EX.6X6 POST v Ln X N (TYP) t" Q 04 EX.(2)2X10 GfRDER_ 1 `1 I --� r W IO i � in x„(=2X10 GIRDER N Ln O1 I � _ 6X6 POST IW3 a 1 _ � � 2X10 GIRDER N El I V � L: J I I EXISTING DECK I BUILD UP DECK o D I H OVER EXISTING >-, N " u (SEE SECTIONS) W I NOTE U _ _ w Lu I DIMENSIONS OF STRUCTURE ARE AS OBSERVED 0 AND MEASURED WITHIN LIMITED ACCESS IN FIELD I )2X10GIRp R - �..` „ W I CA - E X10GIRD I ER EX. 10"dia PILING -' - -' N �—�--- - - - - - - _- _ I (TYP) J EX, (2)2X10 GIRDER IEX. (1)2XIO GIRDER —� ".'.--.-. _ "- - - -__ _ - -_- _ _ _ _ _ _ z I I ►- . -I Cn I EX' 10"dia PILING - -' •-_- - _ rYi (TYP) ` E+- - _ EX.BULKHEAD L X (U 2X10 GI _ 10"dia PILING EX.(1)2X10 GIRDE—� 1 (T yp) nC DRAWN: MH/MS 41 i, SCALE: PROPOSED FOUNDATION PLAN 'r SCALE: 1/4" = 1'-0" JOB#: C 1/13/2020 / SHEET NUMBER: A- 8 REVISIONS: 18'-2" �, a 6' IGH FEN� w GATE SIZE AND LOCATION TO BE DETERMINIED IN FIELD ALLOWING FOR ACCESS WHERE / REQUIRED vj -.-v z it u P P SE PL} L L = 5 Ogat�F/UE'L TA K = REPLACE JOISTS,DECKING,RAILING = 00 gaL4AS/400C(ga1 . IESE ) RECONSTRUCT RAMP -9 K6 -1 /8 1c 12- REPLACE JOISTS,DECKING,AILING GEt� ' FLUSH MIN.5'WIDE w/INSIDE RAIL- � KITCHEN / BAR EQUIPMENT SPECIFICATIONS 51-011 LANDING TO BE ICC/ANSI COMPLIANT,1:12 SLOPE _ - _ - EXISTING DOOR - � M LOCATI TO REMAIN I 1 �r� 1 o ID No.: SIZE: DESCRIPTION: EPLA 'Pp s ' 1 1 NEW ENTRANCE LNDG. OJ 1 1 ' NEW JOISTS,DECKING, EXISTING DOOR ENT AN EXI ING DO I I �� 5X 4.469 FRYER RAILING(EMPLOYEE - SERVICE USE ONLY) _� - - - - - - - - - r�J 5 4 FRYER r r ) Q °"i �' I ) Q ....'ET + ' 9f r 3 3-0X2-2.875 6 BURNER STOVE/STOVE 1 1 1 2r- n O S O A ' O - 0 G�iOr 4 4-0X2 4.875 8 BURNER RANGE 1 1 1 1 V ' ° I 3 -6 H , A \ 5 4-0X2-10 CHURASCO BROILER CP-LCHUG-48 In 3'-0" �- - - - - - - - - ' - - - ' - ' - - - - - - - ' - ' - I EXISTING OUTDOOR Ln MECHANICALS 6 35" COMBI-OVEN V / EX. ATH TO BE UPGRADED 1 7.1 72" HEAT LAMP 1 / AND ELEVATED TO CODE 9-0X5-0 LOBSTER TANK z :o N FREEZER VEGETABLE / PREP COOLER 7.2 48"w REFRIGERATED WORK TOP 1 I r 7.3 60"w REFRIGERATED WORK TOP 10'-10" 9'-111 SPLASH PROPOSED H 8 1-0X1-2.5 S.S.HAND SINK AR 8'-1 rt r-4rr 7r_0" 121.01, _ 7,�,,, 5,_1,r\ 31_ I EX. BATH cV I 9 5-0 S.S.WORK TOP w/REFRIGERATED DRAWERS GARB GE & - Z O 1 11 1 11 PLASH G AR M 10 6-0X2-8 S.S.WORK STATION/REFRIGERATED DRAWERS RECYCI LE ROOM m 2'-611 (7-] - - -- 2 ON-DEMAND HOT WATER 0 DRAIN ACK OVER / ' i` REFRIG RATED 14 , i n y "l / (1-FOOD SERVICE ONLY) FENCE/WALL I 11 6-OX2-0 EXISTING S.S.WORK TABLE w/HAND SINK f--� ' DISHWASHER Rheem RTGH-95DVLN L� COMMERCIAL TANKLESS 12 6-0 EXISTING S.S.3 COMPARTMENT SINK C� - - - / / ✓ ' � - I" ~` ,;� i�;; 199,000 btu/k O O N IT/AV EQUIPMENT /a 1,-' J' i ''„ r\�,o 1 n 1 n , n I 13 36" CLEAN DISH TABLE ----- - 9 - - - -- �/JF 6 ^ 10'-7/2 6-6 DISHWASHER /� 1 r 14 2 0X2 0 1 s ° 5'-1" 9'-4t/2" m ;e Y X� y' :: � 15'-5" _ w (2)DRAIN RACKS / P'i'.X.'. m - +�i - SOILED DISH TABLE 13'-71/2'� OVER SINKS „_ - _ 15 w ' � �0 ICE MACHINE 23 - - - V V - 1r_6n r ' BAR STORAGE •- 17 3o"w Q; _ BEVERAGES,PAPER PRODUCTS,SINGLE 1$6.6 SQ. FT. AREA Is 4.0 S.S.WORK TOP w/REFRIGERATED DRAWERS S = 15 25 25 - --- - - \ SERVICE ITEMS,TABLEWARE EXISTING BUILDING O ' _ 12"d TO BE REMOVED 19 2-6X2-6 EXISTING S.S.PREP TABLE M SHELVES 1 ' 4 61/2 121-71t /DECK TO BE CONSTRUCTED 21 s-ox2-o S.S.WORKTABLE CIN -7 `�' - 11 ,-- ---- -- -- 21-9 / 1 1 n 1 1 n 1 n i`n � ; , �, _, , � IN EXISTING SPACE � 22 4-0X2.0 S.S.WORK TABLE 41-83/4" 2-1/4 21-71/411 3 4/a 11 -1 , 4 SHUCKING STATIO ; :- ; BENCH/ ; ; _ 23 10-0X2-0 S.S.WORK TABLE 1 8 9 1 / 1 1 I ! 1 1 SHELVES 00 24 7-0X2-6 3-DOOR WINE REFIGERATOR SPIASH GUAR 27 ' I <� 1 1 �� M 1 _ 25 N 26 17 19 tB I 1 1 I 1 1 1 I r 25 48"w ICE MACHINE N 1 '-11/411 ° O ' ' ' ;__ ' __ __, J 26 2-1X1-11 MOP SINK - ICE BIN WITH -.- SHELVES SEAFOOD DISPLAY O 7.2 d EX. KITCHEN = 27 MOP HOOP ALTERED -1 - W-91/2" OPEN RAW BAR 251-211, \ 1-411 81-91/2' to 29 4-0X2.0 BOTTLE COOLER (NO OVERHEAD WASTE LINES) O �`.+ STATION 30 5-0X2-1.25 BAR COOLER o O t 31o \ - \' NIF-MATCH OUTSIDE) (VIF-MATCH INSIDE) �\ 31 1-0X1-0 HAND SINK p ,d Q II .-------------- Pos ---------------------- - ' .-----------------4 4"HINGE -----, I 32 3-0X1.7 ICE BIN 1 ' 11 --- ---- - 1 1 I I COUN�R i 7.3 6-1 4'-5/2 ISI ---- ;..i, \ - 1 1 O 1 O I : a 1 O 1 I 34 , 35 I I POS 1 34 4-0X2-1.25 BAR COOLER 0 V '7€J 97 1' 38' _-- ' ' -_ •' ' ' 35 2-OX1-8 BEER COOLER W � `' ' 31 ,1 ' ' 7 AV L EXISTING RESTAURANT Y 1 Z 1 1 I 36 2-0X2-0 GLASS WASHER CATHEDRAL CEILING _ 37 20" DUMP SINK Z < < 32 O 0 �_ 0 0 Fri c N - 291 ; ; Q NO Q o - - 1 BAR -- In POS POS O l 1 1 BAR EXISTING EAST DECK ' ' -- EXIT I I 1M11 t�NATION FIRE PROTECTION __ O RAISE TO MATCH FIN.FLOOR z w 29 ni w Z _--- r---- 1 , , NEW DECKING, RAILING AS NEEDED Q v LIGHTED EXIT SIGN = u. a - L i 32 D0T w/EMERGENCY LIGHTS Lu - - - -- _ t� = TAKE OUT , , , EMERGENCY LIGHTS 0 w/BATTERY BACKUP Z -- -'---' -- -- ---_ I 1 61_411 0 1 I _-.-_ , , I , ; REQUIRED I I FIRE EXTINGUISHER _ 1 „ SMOKE/CO DETECTOR 36 ' 33 3''7'/2" 1 1 30 I O 3'-2" 3'-2" - --- - -------- --------------- ----- 1 6'HIGH FENCE `----" ' 4 � ---------------------- N cu Q - p 6'-0" 6'-0" 6'-0" I ALL NEW EXTERIOR OPENINGS TO BE IMPACT GLASS � n o 1 1 I I FENCE/WALL ' 1 I I 1 - - I w/DESIGN PRESSURE UPGRADES p � ,�.�.+ ,,,•, X31_0" 6 COMMERCIAL GRADE ALT.7/16"PLYWWOD w/(FASTENERS AS PRESCRIBED rn 1 ' 1.41111 1 21_gn PERMANENT VINYL BY CODE AND INSPECTED BY BUILDING DEPARTMEN O r' X o AWNING OVER BAR p x (c' m 1 1 1 1 8'/2n 14811 4811 - 1'-6'/2" •ti w I I 1 I BUILDING TYPE 5b (WOOD FRAME •5 M Ln ' EXTERIOR WALLS. BEARING WALLS, AND `� � -E 1 I 1 I CEILING TO BE 1 HOUR FIRE RATED u U) I I 1 I PER NYS BUILDING CODE, TABLE 601, 2015 IBC N � � v 0 4~ NOTE: 20%TO BE APPLIED AND COST FOR ACCESIBILITY CONSTRUCTION [� u u O WALL LEIGEND � EXISTING SOUTH DECK RAISE TO MATCH FIN.FLOOR - .______________, WALL TO BE REMOVED NEW DECKING,RAILING AS NEEDED N EXISTING WALL ALL NEW WORK SPACES AND COUNTER SPACES SHALL BE ICC/ANSI COMPLIANT d NEW WALL NOTE: DESCRIPTION EXISTING PROPOSED EXISTING DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] � 1ST. FLOOR(2005) 2949.3 SF DIMENSIONS OF NEW WALLS ARE FROM STUDS Q' 1ST.FL.BUILDING ENVELOPE 2949.3 SF 2949.3 SF [EXT./INT.;2X4= 3-1/2",2X6=5-1/2" SOUTH DECK 1477.0 SF 1477.0 SF , EAST DECK 1242.0 SF 1428.6 SF **RAISED DECK ---- 1254.1 SF **BUILT OVER EAST AND NORTH DECKS SOUTH DECK RAMP 58.0 SF ** **TO REMOVE SOUTH DECK STAIR ** 19.8 SF **TO REPLACE EX.RAMP EAST DECK STAIR 6.0 SF 20.6 SF TO REPLACE EXISTIING RAISED DECK `') C' fi s t�. ( ) l py.....,r, I DRAWN: MH/MS jl :i e • .•:' .0 9 NORTH DECK&LANDING 305.0 SF 197.1 SF TO REPLACE EXISTING P ' {"',;.z• t I.?' +� `i SCALE: NORTH-EAST STAR&LANDING - 45.6 SF {,rs�. I - PROPOSED FLOOR PLAN ` I �• _-_, �_ t '°B1/ n ?. a✓`n� Ll SHEET2/2020 NUMBER:- SCALE: 1/4 = 1'-0" FUEL AREA STAIR&LANDING 8 SF 26.4 SF = t�` 1A, y A-9 REVISIONS: X.RIDGE ATTIC FOR (3)-3/4X 1-7/ ML HVAC AND w/42) 1/2"STEEL MECHANICALS ADD 1-3/4X11-1/4 ML @ 12"OC . .� 2X6 C1 16"OC ------ fk2XIpRR EX.2X1016OC . .►� - . ENTRY EXISTING 2X4 EXTERIOR WALL TO BE REMOVED AND RE- FRAMED AS(2X6) DINING G NEW RAILING 42"h TO CODE S.S.CABLE RAING LANDING AND RAMP w.2X6 CAPPINGREMOVE EXISTING DECK BOARDS ADA COMPLIANT TO BE RECONSTRUCTED 2X4 TOE RAIL 2x DECKING OVER 2X10 ACQ FLUSH SILL RAMP TO MEET�4-AND STATE ON 2X AC SLEEPERS 16"OC r 3/4"SUBFLOOR OVE SLEEPERS 16"OC OVER EXISTING FL BUILD UP TiBE FLUSH WITH BAR AREA CODE REQUIREMENTS i PROPOSED 2X10 ACQ @16"OCEEXISTING 2X10 FJ @16-OC '` j• °';e j.P. °'` j. .. n•.s e v, p,. a v, o. v, o,. 2X8 ACQ @1 O 6" C T, P, ,• 1• �• .•� •� �• IP p EX.2X8 @16-OC ,o,e � EXISTING SLAB 4X4 ACQ POST EX.3X10 EX. (2) 3X10 EX.(2) 3X10 EX.(2)3X10 2X6 ACQ SLEEPERS OVER GIRDER GIRDER GIRDER GIRDER I ' b. EXISTING DECK JOISTS ° ' ' 9 a� STRAP TON EXISTING CRAWLSPACE JOIST; it I I oe ----------------------------------------------------------------------------- o v 12"dia. PIER v, (TYPICAL) �IU I >•D D i ` ao• —— EX.10"dia �' ! EX.10"dia EX.6X6 EX.6X6 (SEE DETAIL) PILING ()1'" PILING POST POST EX.DOCK EXISTING STRUCTURAL SUPPORT TO BE REVIEWED BY EX.BULK ARCHITECT/ENGINEER WITH GENERAL CONTRACTOR HEAD PRIOR TO COMMENCEMENT OF CONSTRUCTION PROPOSED CROSS SECTION A SCALE: 1/4" = 1'-0" REBAR S REQ WIOX45 STEEL BEAM w/ TOP&BOTTOM NAILERS #5 @16"OC ( (CENTER ON COLUMN 16" EMB EDED ADD 1-3/4X11-1/4 ML @ 12-OC EX.2X10 RR @16"OC EXISTING ROOF WHERE POSSIBLE2' EXISTING 2X4 EXTERIOR WALL 2 1/2"X12" AB @ 32"oc TO BE REMOVED AND R —rs�zr—r FRAMED AS REQUIRED #4 @12110C PACK WEB OUT SOLID APPLY BONDING AGENT NEW RAILING 42"h TO CODE p S.S.CABLE RAING,w.2X6 — MARVIN 5 PANEL #2 @ 8'1OC CAPPING,2X4 TOE RAIL - MULTISLIDE DOOR BAR DINING MODERN) POCKET REMOVE EXISTING DECK BOARDS— ADA COMPLIANT 2x DECKING OVER 2X10 ACQ FLUSH SILL Q #5 REBAR @24 11 OC ON 2X ACQ SLEEPERS @I6"OC _ 3/4"SUBFLOOR OVER SLEEPERS @160C OVER EXISTING FLOOR(BUILD UP) O EXTG 2'-0" (3) #5 BARS L M. PROPOSED 2X10 ACQ 16"OC I EX.2X10 FJ @16"OC w -DeWEL-iNTe EXTG. EX.2X8 @16"OC I EX.2X10 FJ @16"OC Z I� FTG EX. (2)2X10 EX. (2)2X10 EX. (2)2X10 EX. (2)2X10 FTG @6 OC GIRDER GIRDER GIRDER GIRDER I EXISTING CRAWLSPACE EXISTING CRAWLSPACE `S"� z N EXISTING STRUCTURAL SUPPORT TO BE REVIEWED BY ARCHITECT/ENGINEER WITH GENERAL CONTRACTOR FOUNDATIONWALL DETAIL PRIOR TO COMMENCEMENT OF CONSTRUCTION (SEE DETAIL) SCALE: 1/2" = 1'-0" PROPOSED CROSS SECTION B. SCALE: 1/4" = 1'-0" 0 M N E U 4 4 4 o KITCHEN KITCHEN BATHROOM BATHROOM BATHROOM BAR STORAGE INDOOR BAR OUTDOOR BAR p o Cz � w © ..x GARBAGE/RECYCLING 3 COMPARTMENT HAND HAND DISHWASHER WORK DRAIN HAND UTILITY HAND ICE LOBSTER PREP FREEZER VEGETABLE PREP LAVATORY URINAL WATER LAVATORY WATER LAVATORY URINAL WATER ICE ICE ICE DRAIN SERVICE REFRIGERATOR ICE BAR HAND 3 COMPARTMENT DRAIN BAR ICE BAR REFRIGERATOR HAND DRAIN SERVICE 3 COMPARTMENT o 00 3"� ROOM SINK SINK SINK SINK TRAY SINK SINK SINK BIN TANK COOLER COOLER CLOSET CLOSET CLOSET BIN BIN IN TRAY WELL BIN SINK SINK SINK TRAY SINK BIN SINK SINK TRAY WELL SINK g - v F.A.I. •.0 41' 4 3 2 2 3 3 2 2 3 2 3 4 3 3 3 3 3 3 2 3 3 3 2 3 3 2 3 2 3 3 2 3 3 l U Ln C.O. X y X C.O. I 2 4 4 2 4 2 4 4 C.O. C.O. 2 C.O. It U ~ X y y y y XX � •� � 4 4 C.O. 4 4 N v v 4 4 .C) W 4 4 4 TO APROVED Cn EX.SEPTIC 4"C.I. W TRAP U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICEScn E QUIPMENT PLUMBING REQUIREMENTS IN FOOD SERVICE ESTABLISHMENTS To prevent the possibility food contamination, a direct connection may not exist between a N SINKS, DIPPER WELLS, sewage (waste plumbing) system and any drains originating from equipment in which food, STEAM TABLE DRAINS, F— CONDENSABLE DRAINS, ETC portable equipment or utensils are placed. This includes, but is not necessarily limited to, the following equipment: OUTLET—a-J.,^--AIR GAP AIR GAP- OUTLET STEAM TABLES ICEMACHINE/BINS FOOD PREP SINKS U X FLOOR DIPPER WELLS SODA TOWER DRAINS COFFEE URN DRAINS INDIRECT DIRECT FUNNEL DRAIN COOKING KETTLES WALK-IN FLOOR DRAINS DISHWASHERS Aft RECEIVER LINE--► CONNECTION CONNECTION (2X DIAMETE OF OUTLET) FLOOR SINK/DRAIN CONDENSER COIL DRAINS KITCHEN AND BAR 3-COMPARTMENTSINKS (HAND WASH SINKS AND MOP SINKS SHALL BE DIRECTLY CONNECTED TO WASTE PLUMBING) * FOR EQUIPMENT REQUIRING INDIRECT DRAINS THERE ARE TWO APPROVED PLUMBING METHODS: SCf, ~ DRAWN: MH/MS SCALE: JOB#: PLUMBING SCHEMATIC = ' r,. .� 1/13/2020 SCALE: NOT TO SCALE r„' .. SHEET NUMBER: ._ _ A- 10 REVISIONS: DEPARTMENT OF HEALTH PLUMBING NOTES EXIT I ILLUMINATION I FIRE PROTECTION USE AND OCCUPANCY CLASSIFICATION (SECT. 303):A-2 KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED 1). ALL LIGHTING 1N FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. 4®P, LIGHTED EXIT SIGN PLUMBING FIXTURE CALCULATIONS: OCCUPANT LOAD (SECT. 1003.2.2) w/EMERGENCY LIGHTS MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE EMERGENCY LIGHTS URINALS: SUBSTITUTION FOR WATER CLOSETS (419.2) 1N EACH BATHROOM OR 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND w/BATTERY BACK UP TOLITE ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECTOF THE REQUIRED WATER CLOSETS AND SHALL CONFORM TO THE REQUIREMENTS d) REQUIRED OF SECT. 404.1.1 FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL FIRE EXTINGUISHER 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY IS SMOKE/CO DETECTOR 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT WARE WASH ONLY. HEALTH DEPARTMENT. LOCATION AREA LOAD FACTOR ALLOWED 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THIER INDOOR DINING 847.3 SQ. FT. 1/15 56 DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. TAKE OUT AREA 50.9 SQ. FT. 1/15 3 AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH ANSUL SYSTEM AND HOOD INDOOR BAR 212.6 SQ. FT. 1/7 30 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING DETAILS TO FOLLOW KITCHEN 1070.5 SQ. FT. 1/200 5 INSTALLATION OF PIPING, EQUIPMENT, ETC. RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS STORAGE 200.2 SQ. FT. 1/300 1 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. TOTAL INDOOR 95 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. USE AND OCCUPANCY CLASSIFICATION: 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT GROUP A-2 5). (MIN.) 1 BATHROOM TO BE ICC/ANSI COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL TYPE 5b BUILDING PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH MIN. EGRESS AS PER SECT. 1003 TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. EXITS AS PER TABLE: 1005 BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CON�'�;TION. DISH WASHERS AND SHOULD 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. SURFACES. INTERIOR FINISHES PER TABLE 803.11 NYS CODE O 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS ~ EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED PLY SUBFLOOR. ELECTRICAL CONTRACTOR. W DESIGN CRITERIA BLDG.CODE NYS 2015 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK FRAMING ELEMENTS AS PER FLOOR FLANS GROSS SECTION AND GENERAL NOTES 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES EXT. BALCONIES loo AND ORDINANCES. DESIGN LOAD CALCULATIONS DECKS looROOF (GROUNDSNCw LOAD) 20 VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR (LIVE LOADS PSF) ALL FLOOR LOA)S loo 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. STAIRS loo SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE GAURDRAILS NY DIRECTION) 200 2 . 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING EXPOSURE GATAGORY (DESIGNED FOR) C ) LOAD PATH SE� CONSTRUCTION ANDUJIND PATH CONNECTION 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. (ROOF - FOUNDATIONS DETAIL PAGE E GENERAL NOTE PAGE EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC NAILING SCHEDULE SEE GENERAL NOTE PAGE 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF FIRE PROTECTION Sym.: WASTE: LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL (SMOKE a CO2 DETECTORS) SEE FLOOR PLANS 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. ITRUSS DE51GN N/A - STANDARD STICK FRAME CONSTRUCTION CONCRETE SURFACE LOCATED IN PARKING AREA. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE ENERGY CALCULATIONS COMCHECK SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. UTILITY ROOM: 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROJNDED IN FULL ACCORDANCE 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. CLIMATIC & (iEOGRAPHIC DESIGN CRITERIA o STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE 1 4 2 WASHER / DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q,( SNOW SPEED DESIGN WEATHSING LINE TERMITE DECAY DESIGN UNDERLAYMENT F, ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS z 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. 20 LBS. 130 B SERE 3 FT. MODERATE SLIGHT TO 11 NONE OO o TO HEAVY MODERATE GAS HOT WATER HEATER: N 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD �t MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. EXTERIOR RA-'INC TO BE MIN. 42" ABOVE FINISHED DECK 2). FOR RESTAURANT / DELI USE ONLY. SURFACE PE ,NYS CODE, SECTION 1013 FOR ALL EXTERIOR WALKING REAS 30" OR MORE ABOVE GRADE. OIL HOT WATER HEATER: 1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL SS-60. 0 H N N rn m v u 0 M TO 2 v BATHROOM SPECIFICATIONS FLOOR OR GROUND SURFACES P � X ° , -� V ° v � 1 N.T.S. \ N.T.S. TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) �✓ u O TYPE 1 TYPE If TYPE III TYPE IV TYPE V � U BUILDING ELEMENT "c (n Bathroom(s) are to be ICC/ANSI compliant Floor or ground surfaces are to be stable, 1/2" A B A B A B HT A B 60"MIN, MAX c00 1/ v v firm, and slip resistant, and shall comply o w Water Supply and drain pipes under lavatories MEMEL 24" 12" with Section 302. Changes in level in floor Primary structuralframef(seeSection202) 3d za , 0 1 0 HT , 0 and sinks shall be insulated or otherwise 33 GRAB BAR (33-36"ABOVE FLOOR) or ground surfaces shall comply with Bearing walls ( configured to protect against contact. There ® Section 303. CARPET ON FLOOR OR GROUND SURFACES Exterior=-f 3 2 1 0 2 2 2 1 0 shall be no sharp or abrasive surfaces under Carpet or carpet the shall be securely Emw� 618" Interior 3a 2a 1 0 1 0 1/HT 1 0 W lavatories and sinks. U U attatched and shall have a firm cushion, Accesible lavatories and sinks are to comply pad, or backing or no cushion or pad. Carpet NonExterriioaringwallsandpartitions QW) u See Table 602 with Section 606 . FRONT ELEVATION or carpet tile shall have a level loop, texturedMix o / Nonbearing walls and partitions A clear floor or ground space complying loop, level cut pile, or level cut / uncut pile Interiors 0 0 0 0 0 5 cion 0 0 602.4.6 with Section 305.3, positioned for foward texture. Pile height shall be 1/2 inch maximum. Exposed edges of carpet shall be fastened to Floor construction and associated secondary members N approach, shall be provided. Knee and toe BAR• VERTICAL CHANGES IN LEVE- (see Section 202) 2 2 1 1 0 HT 1 0 clearance compling with Section 306 12"MAX floor or ground surfaces and shall trim along 42' MIN. Roof construction and associated secondarymembers shall be provided. the entire length of the exposed edge. Carpet (see Section 202) 11/2.b 1b•` 1b'` oc 1b•` 0 HT 1b,` 0 The front of lavatories and sinks are to be ® edge trim shall comply with Section 303. 1/4' 1 L2 34 inches maximum above the floor or Changes in level between 1/4 inch high -1/2" � For SI:1 foot=304.8 mm. x ground, measured to the higher of the minimum and 1/2 inch high maximum shall a.Roof supports:Fire-resistance ratings of rima structural frame and bearingwallsare permitted 1hourwheresu P rY P y supporting a roof only. fixture rim or counter surface. be beveled with a slope not steeper than 1:2. BEVELED CHANGES IN LEVEL b.Except in Group F-1,H,M and S-1 occupancies,fire protection of structural membe,s shall not be required,Including protection of roof framing and decking where eve Faucets shall comply with Section 309. Changes in levet greater than 1/2 inch shall construction is 20 feet or more above any floor immediately below.Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. Hand-o erated self-closing faucets shall SIDE ELEVATION be ramped and shall comply with Section t.In all occupancies,heavy timber shall be allowed where a 1-hour or lessfire-resistance rating is required. �-- remain open for 10 seconds minimum. 405 or 406. d.Not less than thefire-resistance rating required other sections of this code, $ n 12 g 4 Y an i . Sinks are to be a maximum 6-1/2 deep. Curb ramps on accessible routes shall comply -�1 e.Not less than thefire-resistance rating based onfire separation distance(see Table 602). Multiple compartment sinks shall have with Section 406. �' `�=��`N at least one compartment complying with � Slopes of curb ramps shall comply with Section f.Not less than thefre-resistance rating as referenced in Section 704.10. DRAWN: Mx/Ms the requirement. - 405.2. 34 ;; r> ; .,., r�-=, ' ;i sca1E: MAX CJNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS t°; JOB#: y �° k1r.- s:+) 1/22/2020 hellFj SHEET NUMBER: HEIGHT OF LAVATORIES AND SINKS , �� •u�� . A- 11 REVISIONS: 0 DOCK (ryp) 0 ° PILINGS APPROVED AS NOTED DATE: D B.P.# FEE: BY: NOTIFY BUILDING DEPARTMENT AT 0 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 0 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �n ALL CONSTRUCTION SHALL MEET THE z REQUIREMENTS OF THE CODES OF NEW . 0 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. w < LL ce o ° ° EXISTING ° ° BULKHEAD 0 4 = O JQ LIJ OCCUPANCY OR W o USE IS UNLAWFUL Q 0 ° WITHOUT CERTIFI TE�@/, 'll o OF OCCUPANCY wLu u z < COMPLY WIT i ALL CODES OF Z NEW YORK STATE & TOWN CODES Fw- 0 �. 0 AS REQUIRED AND CONDITIONS OF 0 r=ni�Tuni n T(11%17R4 Q w OARD 0 UUIHULU 1711STEES V - 0 I RETAIN STORM C APER26FE RESTAURANT Q PURSUANT TO � u '3 ap OF THE TOWN CODE. 0 o a0 � C 0 r 4 0 7 E X t ST I N G DECK _ E�,�c�ra'cA W rn 4r�spC7ION REQUIRED 0 > o C) o Q N O --------- - - - - 0I EXIST. 0PLUMBER CERTIFICATION WAL --- ON LEAD CONTENT BEFORE EXISTING DECK CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ________________------------------------------------------------------------ _________________ R -`ZT ° SUPPLY SYSTEM CANNOT - ------------------------------------ A EXCEED 2/10 SOF 1% LEAD. o --- � v - M 4 a; x V _ ------------ P o .^� ALL-PLUMBING�AIASTE O '� ° BOLLARDS EX -------- -----============== ----____ �; o LKHEAD ---------------' O o '.&,WATER LINES NL }, ° TLT*friBEl+OR.,E COVERING o w H y X ° TO co � J� FIRE INSPECTION 9 W ° ° ° liEQUIR D BEFORE, x 0 0 O 0 ° w EXISTING FLoQ0 �� x Y COP,. ..Y WITH CHAIP"TE7Wj BUILDING 0 4 a��sAG , PFir '� ''lr� u ` a�I* �r� ° x 0 o ° 0 0 ° PILINGS H x � DECK U X STAIR ° PILINGS O Ix 0 — 1 -- ° ° I E IP 2 O t....- DRAWN: MH/MS SCALE: JOB#: PARTIAL %SITE PLAN Jnr°i ? - ';° 9/19/2019NUM ° ° ""�� ".}!' SHEET NUMBER: SCALE: 1" = 10'-0" O S-1 REVISIONS: o D FASCIA AND RAKES AS NEED N Lu REPAIR/REPLACE EXISTING - - - - Q SIDING AND TRIM AS REQUIRED Q ----- - - - - J W Q WO d. Lji I 1 11El ® ® 0 n. a Vol QW Lu V V z zQ ftfli FTFT < J Z &LLW F-- O - zV - _ -- W V PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" d 0 o w O o O cf' 0 M O 01y v p010 0 O� `-" p. .0 toU ;-' -74- 0\ °— in a, v N 0 r~ -El Lu a a � W 0 w WIN EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: JOB#: 9/19/2019 SHEET NUMBER: A-1 REVISIONS: I � z Lu Q Lu NW J < .~J LU 0 w O = o- MEE 7AURAN Q Ind � ct < w ❑ ?fig* w 0 u >� �C z Q < J Z a Lu O REPAIR/REPLACE EXISTING I X z V SIDING AND TRIM AS REQUIRED � Q Uj 0 / O v PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" Z o W O o O q O O d- 0 0 o "' : or P4 @ 0 00V ca U r-4 4+ m v C N q v o Iz7 ❑ got 1(11 11�.D�)Cg t W � oo U M ♦ Li N I \ I ♦ I ♦ I \ I I I I I \ I U EXISTING WEST ELEVATION SCALE: 1/4" = V-0" NQ DRAWN: MH/MS SCALE: JOB#: 9/19/2019 SHEET NUMBER- A-2 REVISIONS: Hill 11 0 REPLACE/PATCH ROOFING, % W FASCIA AND RAKES AS NEEDED - I I Q L 1. 1111117. Hill 11 11 1 1 1 in ..1 W REPAIR/REPLACE EXISTING 'Q O SIDING AND TRIM AS REQUIRED _ ® ® 0 a' < LLJ W V _ V z zQ - - zC1. - - - Lu 1 ELE El y _z G � P717 Lj.'l-.L 'QW O O PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" tea' � z � � H o W O o N 'd 0 r-4 N L7 m 9~ o o � v W MLcl M O O� ' " V oho :w \ LoU : � .. ® ® m rd N o W P-4 flyV JIL 17=fl n ell ju Ell O N EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: JOB#: 9/19/2019 SHEET NUMBER: A- 3 REVISIONS: l/1 w O 4 V„I J 'Q REPAIR/REPLACE EXISTING ~..I UJ 0 (DING AND TRIM AS REQUIRED W l O O n. 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HALL I I i " ¢ Q 1 f 1 i 1 W WOOD SHELVES r — — \I .----------- ------------- ---------L- � � } ---_ ----_ 1 STAIRS TO ORAGEONLY ,Q ATTIC / C21 2)j`10 DF#2 ___ ' W 0 " II -------- ® 1 STAIR / / �J V / 7 f O \ i ' 1 w / WAITER STATION ® < 1 W ------- ----------------------- - LLQ a < o -------- --------------------- VESTIBULE o Q w ® - - - - - ® 1 � BARISTORAGE � U Z _ 4X4X1/4 STEEL COLUMNS w/ ; , , 30X30X12 PC FOOTING Z ' 1 ' Z Q ® / (3)1-3/4X11-7/8 ML w/(2)3/4"STEEL - Y (3)1.3/4X11-7/8 ML w/(2) 3/4"STEEL y T-0" 7 SERVICE _ = 8'-7" 4?4X1/4 STEEL COLUMNS(BOX IN) ; _ _ _ _ _ _ Lu PANELS w/3/4"k7"X12"BASEPLATE w/ , O © ® i _ _ ' _ 3/4"X16"ANCHOR BOLTS BACK / i I. r - - 1 TRAVEL 1 11�-- - - - - - - -.-_- _ , 1 1 11') g'-6b, .Q I GROUT CELLS SOLID(TYP) STATION © , � I , 4 4X1/4 STEEL COLUMNS 3OX IN) , i Lu ' f ; w/3/4"X7"X12"BASEP FE w/ ® ` i ® RAMP FLOOR TO KITCHEN Ln , (2)3/4"X16"ANCHOR T 1 1 I (RAIL PER 1014) 25' , 1 1 NEW i O ® ' V TRAVEL ; U GROUT CELLS SOLID(TYP) ; ; BATH 1 V 1 �l' o , 0 1 1 s�p ., ,.Cv � 1 ® I EXISTING KITCHEN I 1 —' :32P-7" —' 1 / OPEN KITCHEN I � " 5-< I 1 ® ORDERING WINDOW i I I v I � W Ln 1 \ —————— —— ————————————— ----------------------------- ----------------------------- ——— ® ® o�c N POS x 1 1V r- VO I } 1v , I r l 1 I `v 1 `v , F--i ® ® [TO " ' FLOOR HEIGHT ' - O -" b w i TO BE LOWERED "' I i I W \ ; 0 TO MATCH w ' ; �� ( RESTAURANT FIN.FLOOR z rC` � �� "� � Q ED i �C �� o RESTAURANT �� o S I z Dso o BAR ( BAR °' `t O o ° 1 \ ° 1 6 O O Q 4 I (V O w w E , O N 1 I ' 1 uj 1 1 (V 1 N I 1 X I 00 1 � COLUMN-----------COLUMN ' �1 E"T p COLUMNCOLUMN U------------------------------------- ---, ------ - ---------- -------------_-_---_--_ _ __ CD _ -- --- l�i---------------- La--------------- --------- ----------------- E:�- SIC ORDERING WINDOW m O N U 0M M O a+ RAMP O r-, x o 'u. RAMP /2„ / „ 10'-10 EXISTING BUILDING GROSS FLOOR AREA: 3131 SQ.FT. �.4 A 0, PROPOSED BUILDING GROSS FLOOR AREA: 3131 SQ.FT. EXISTING DECK(S)GROSS AREA: 2488 SQ.FT. , W C 'bUft; K O RW\f4S " 1. EXISTING HVAC, ELECTRICAL, PLUMBING TO BE EVALUATED IN FIELD AND 7. KITCHEN RENOVATION TO M ET ALL DE REGULATIONS.ANSUL SYSTEM •Fy' REPLACED AND/OR REPAIRED AS NEEDED. EXISTING SYSTEMS TO MEET TO BE INSPECTED FOR PROPE OPERA ION, FLOOR DRAINS AND WATER V EXISTING BUILDING 2ND.FLOOR GROSS AREA: 320 SQ.FT. 2015 NYS CODE. SUPPLY TO BE ADDED AT LOB ER TA LOCATION.ADDITIONAL POWER, 0 WATER SUPPLY, DRAINAGE T BE ADD D THROUGHOUT. EXISTING CIRCUT ; PROPOSED BUILDING 2ND.FLOOR GROSS AREA: 320 SQ.FT. 2. INTERIOR WALL,CEILING,AND FLOOR FINISHES TO BE EVALUATED FOR BREAKER PANELS TO BE RELATED D) AND REPLACED TO MEET ADDITIONAL U) REFINISHING, PAINTING,etc.ALL PAINT FINISHES TO BE VOC COMPLIANT. ENERGY REQUIREMENTS.AC ESS TO TTIC TO BE CLOSED OFF. EXISTING KITCHEN; INSTALL FRP PANELS OR AS APPROVED BY SCHDS. COOLERS TO BE MOVED. E\ ERIOR U ILITY CLOSET(OUTSIDE KITCHEN)TO BE N CLOSED OFF AND USED AS TCHEbI S ACE. EXISTING OFFICE TO BE REALLOCATED 3. INTERIOR OPENINGS TO BE REPLACED. FOR REFUSE AREA. REFUSE REA T E SEALED OFF FROM KITCHEN AND EXIT ILLUMINATION I FIRE PROTECTION REFRIGERATED AT NECESSA Y TEMO ATURE FOR DAILY USAGE. EXTERIOR DOOR Q 4. EXISTING ELEVATED FLOOR AT BAR TO BE LOWERED TO BE FLUSH WITH TO EXIT TO LANDING AND RAMP, WHEEL GARBAGE TO DUMPSTER LOCATED d®I7 LIGHTED EXIT SIGN RESTAURANT AREA. ELSEWHERE,TO BE CONST UCTED. W/EMERGENCY LIGHTS (� EMERGENCY LIGHTS 5.CEILING AT DINING ROOM TO BE REMOVED AND OPENED UP TO BE 8. EVALUATE FIRE SUPPRESSI N THRO GHOUT FOR SPEINKLERS(TBD), FIRE w/BATTERY BACK UP CATHEDRAL CEILING,SUPPORTED WITH NECESSARY COLLAR TIES(TBD) EXTINGUISHERS, LIGHTED XIT SIG S, EMERGENCY LIGHTING,SMOKE AND CO ION TO ANY ADDITIONAL STRUCTUAL MEMBERS( O EVALUATE). DETECTORS,etc TO ADD S REQUI ED BY CODE. REQUIRED ADDITIONAL EL etc TO BE ADDED AS REQUIRED. FIRE EXTINGUISHER 9.ALL EXTERIOR(SWINGIN ) EXIT D ORS TO HAVE DOOR CLOSER AND PANIC ® SMOKE/CO DETECTOR 6. INSIDE 8AR TO BE REMOVED AND REPLACED. LIGHTS,OUTLETS, BAR.THRESHOLDS TO BE LOW-PR FILE ADA COMPLIANT. EXISTING DECK CONNECTIONS,PLUMBING, DRAINAGE,etc.TO BE REPLACED. OUTLINE 10. EXISTING PROPANE TA K N TO BE EVALUTED FOR RELOCATING OR ADDING BUILDING TYPE 5A(WOOD FRAME TO MEET KITCHEN DE (ANDS. EXTERIOR WALLS. BEARING WALLS, AND 11.SIDING AND TRIM BOA DS TO B EVALUATED FOR REPAIR AND/OR REPLACING. 489_99f CEILING TO BE 1 HOUR FIRE RATED REPAINT EXTERIOR. PER NYS BUILDING CODE, TABLE 601 O INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK DRAWN: MH/MS 12. ROOF TO BE EVALUAT D; REVI EXISTING SOLAR PANELS (REMOVE,MAINTAIN), SCALE: ROOFING, UNDERLA MENT, EATHING (SAGS TBD). REPLACE ROOFING WHERE 0» NECESSARY. REPLACE ASCIA, KES,GUTTERS, DOWNSPOUTS AND NEEDED. JOB 10/ /2019 NOTE: SHEET NUM PROPOSED FLOOR PLAN 1NUMBER: SCALE: 1/4" = 1'-0" 34'-6" 20%TO BE APPLIED AND COST FOR ACCESIBILITY CONSTRUCTION A-9 REVISIONS: V1 ^ z � o W 'Q LL < W J Q Lu (3) -3/011-7/8 ML ATTIC FOR 0 „ EX. RIDGE = O w/ (2) 1/2 STEEL HVAC AND MECHANICALS Q SISTER AND ADD INBETWEEN EX. p Q. (24"OC) RRs 1-3/4X11-1/4 ML @ 12"OC 'Q w SISTER AND ADD INBETWEEN EX. Lu V (24"OC) RRs 1-3/4X9-1/4 ML @ 12"OC V z NEW OVERHANG TO - _ _ 'L_ 2X6 CJ 12"OC z J BE 6" AT SOUTH ROOF - _ - W6X25 STEEL HEADER - -� _ �� - - H CL (DOOR ONLY) � �3 24"� 2X6 EXTENSION , , 2X8 FALSE - EXISTING CEILINGV Q RRs TO MATCH - - SIMPSON H8 — ; ; BAR AREA CUT BACK CJ 0 CUTBACK CLIP AT EACH RR V AS REQUIRED EXISTING SOLID BLOCKING , , (2) 2X8 OVERHANG HDR DINING ENTRY 4X4X1/4 TUBE STEEL ' BOXED IN � � AA ----RAMP - z EX. FINISHED FLOOR OVER 3/4" S BFLOOR EXISTING DECK (NO CHANGE) EXISTING FLOOR SYSTEM IF EX. 2X8 @16"OC EXISTING SLAB EX. 3X10 EX. (2) 3X10 EX. (2) 3X10 EX. (2) 3X10 �. v N O GIRDER GIRDER GIRDER GIRDER EXISTING CRAWLSPACE 0 - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - ° D EX. 10"dia I 4 e 4 PILING - - - - --- - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- - - - - - � e _ EX. 10"dia EX. 6X6 EX. 6X6 PILING POST POST 0 CROSS SECTION A M N EX. DOCK EX. BULK M HEAD SCALE. 3/8 — 1 -0 0, M M M o + aar w ® � �3 oho -__ ow � H V r O DRAWN: MH/MS SCALE: JOB#: 9/19/2019 SHEET NUMBER: A-10 REVISIONS: DEPARTMENT OF HEALTH PLUMBING NOTES - KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED EXIT I ILLUMINATION I FIRE PROTECTION USE AND OCCUPANCY CLASSIFICATION (SECT.303):A-2 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. a®p LIGHTED EXIT SIGN PLUMBING FIXTURE CALCULATIONS:OCCUPANT LOAD(SECT.1003.2.2) MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE w/EMERGENCY LIGHTS URINALS:SUBSTITUTION FOR WATER CLOSETS (419.2) IN EACH BATHROOM OR 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY,MUNICIPALITY AND EMERGENCY LIGHTS TOLITE ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT w/BATTERY BACKUP OF THE REQUIRED WATER CLOSETS AND SHALL CONFORM TO THE REQUIREMENTS 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY'WORK NOT SUBJECT REQUIRED OF SECT.404.1.1 FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL FIRE EXTINGUISHER 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY 9 SMOKE/CO DETECTOR 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT WARE WASH ONLY. HEALTH DEPARTMENT. LOCATION AREA LOAD FACTOR ALLOWED EXISTING PROPOSED 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THIER INDOOR DINING 985.7 SQ. FT. 1115 66 48 DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. INDOOR BAR 158.2 SQ. FT. 1/7 23 10 AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH ANSUL SYSTEM AND HOOD 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING DETAILS TO FOLLOW KITCHEN 159 . . FT.. 1/300 2 1/200 s STORAGE 459.1 SQ. INSTALLATION OF PIPING, EQUIPMENT, ETC. 1 RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS TOTAL INDOOR 96 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. USE AND OCCUPANCY CLASSIFICATION: 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT GROUP A-2 5). (MIN.) 1 BATHROOM TO BE ICC/ANSI COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL z TYPE 5a BUILDING z PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. }}-- 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH w Q TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND MIN. EGRESS AS PER SECT. 1003 W 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. EXITS AS PER TABLE: 1005 k^ Q BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS,REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD = 0 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. Q � SURFACES. INTERIOR FINISHES PER TABLE 803.11 NYS CODE _ CL 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES a 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED Q LLi PLY SUBFLOOR. ELECTRICAL CONTRACTOR. LU U 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE DESIGN CRITERIA BLDG, CODE NYS 2015 V z COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICALCODE, THE NEW YORK FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES z Q z �� 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE Ext. BALCONIES loo ,LOCAL CODES DECKS 100 LLJ CL AND ORDINANCES. DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ~ Q VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR (LIVE LOADS PSF) ALL FLOOR LOADS loo z V 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. STAIRS loo Q U j SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE GAURDRAILS (ANY DIRECTION) 200 a 2 . 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING EXPOSURE CATAGORY (DESIGNED FOR)C 0 3 . ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. - LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC NAILING SCHEDULE SEE GENERAL NOTE PAGE 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF FIRE PROTECTION Sym.: WASTE: LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION CONCRETE SURFACE LOCATED IN PARKING AREA. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE ENERGY CALCULATIONS COMCHECK U SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. UTILITY ROOM: 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE ¢ 0 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0 STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE 0 WASHER / DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) GROUND WIND sElsMlc FROST WINTER ICESITFLOOD - - SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEYMENT ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. MODERATE SLIGHT TO 0 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE o O N GAS HOT WATER HEATER: O 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK 2). FOR RESTAURANT / DELI USE ONLY. SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR WALKING AREAS 30" OR MORE ABOVE GRADE. OIL HOT WATER HEATER: 1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL - SS-60. v ON � v X 0 t;7 ^' GJ Cq 'COO p .a BATHROOM SPECIFICATIONS FLOOR OR GROUND -SURFACES w 2 N.T.S. N.T.S. TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) 4 C13 U TYPE I TYPE 11 TYPE 111 TYPE IV TYPE V C\ to Bathroom(s) are to be ICC/ANSI compliant , Floor or ground surfaces are to be stable, 1��' BUILDING ELEMENT �M � �o' MIN.- firm, and slip resistant, and shall comply MAX I- -- A7 B A B A B HT A B N w Water Supply and drain pipes under lavatories 24" 2" with Section 302. Changes in level in floor I Primary structural framer(see Section 202) 3a Za 1 0 1 0 HT 1 0 and sinks shall be insulated or otherwise 36"GRAB BAR ® (33-36"ABOVE FLOOR) or ground surfaces shall comply with Bearing walls rr%..fi9u1 CU Lo protect against contact. There Section 303. Exteriors f 3 z ° 2 z z ° shall be no sharp or abrasive surfaces under Carpet or carpet the shall be securely CARPE'.QN FLOOR OR GROUND SURFACES w Interior 3a 2a 1 0 1 0 1/HT 1 0 lavatories and sinks. 1 18.. attatched and shall have a firm cushion, Nonbearing walls and partitions U Accesible lavatories and sinks are to comply pad, or backing or no cushion or pad. Carpet f See Table 602 u with Section 606 . FRONT ELEVATION or carpet the shall have a level loop, textured M4° - Exterior ,�., O MAX-`-r- Nonbearing walls and partitions A clear floor or ground space complying loop, level cut pile, or level cut/ uncut pile ° See 0 ° ° ° 0 Section ° ° with Section 305.3, positioned for foward Interior texture. Pile height shall be 1/2 inch maximum. 602.4.6 � approach, shall be provided. Knee and toe VERT. Exposed edges of carpet shall be fastened to Floor construction and associated secondary members 2 2 , ° 1 0 HT 1 ° N clearance compling with Section 306 12"MAX BAR floor or ground surfaces and shall trim along VERTICAL CHANGES IN LEVEL (see Section 202) shall be provided. 42"MIN.-•I Roof construction and associated secondary memberflil/lb cthe entire length of the exposed edge. Carpet (see Section 202) 1 � ° "TTi 'co U The front of lavatories and sinks are to be ® edge trim shall comply with Section 303. 1� � 34 inches maximum above the floor or Changes in level between 1/4 inch high -1/2li4„ UV, " i. For SI:1foot=304.8 mm. x ground, measured to the higher of the minimum and 1/2 inch high maximum shall a.Roof supports:Fire-resistance ratings ofprimary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. fixture rim or counter surface. �77be beveled with a slope not steeper than 1:2. Faucets shall comply with Section 309. BEVELED CHANGES IN LEVEL b.Except in Group F-1,H,M and S-1 occupancies,fire protection of structural members shall not be required,including protection of roof framing and decking where every part of the roof Hand-operated, self-closing faucets shall SIDE ELEVATION Changes in level greater than 1/2 inch shall construction is 20 feet or more above any floor immediately below.Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. be ramped and shall comply with Section c.In all occupancies,heavytimbershall be allowed where a 1-hour or lessfire-resistance rating is required. remain open for 10 seconds minimum. 405 or 406. " Sinks are to be a maximum 6-1/2" deep.P• Curb ram son accessible routes shall comply! 12 d.Not less than thefire-resistance rating required by other sections of this code. Multiple compartment sinks shall have P P Y zo 1� `„,�S p P with Section 406. ®1 e.Not less than thefire-resistance rating based onfire separation distance(see Table 602). ��.I_ at least one compartment complying with Slopes of curb ramps shall comply with Section �' f.Not less than thefire-resistance rating as referenced in Section 704.10. ' f DRAWN: MH/MS the requirement. - SCALE• 34" 405.2. t r $ , n1« JOB#: MAX COUNTERSLOPE OF SURFACES ADJACENT TO URB RAMPS 1 . . �.IP, 10/7/2019 C SHEET NUMBER: � HEIGHT OF LAVATORIES AND SINKS �, �. �� A- 1 1