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HomeMy WebLinkAbout39397-Z q�gUFPOI,r�41.6G Town of Southold 5/27/2016 P.O.Box 1179 53095 Main Rd #A91 A` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38842 Date: 5/27/2016 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 650 First St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-848.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2014 pursuant to which Building Permit No. 39397 dated 12/2/2014 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: relocation of existing building with new foundation, additions and alterations, including second floor deck and rear deck, to an existing commercial building for a restaurant with office above as applied for per ZBA#6616, issued 2/7/2013, ZBA#6617SE 3/21/2013, and ZBA#6617SE 6/19/2014. The certificate is issued to New Suffolk Waterfront Fund of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-14-0004 4/01/2016 ELECTRICAL CERTIFICATE NO. 39397 5/25/2016 PLUMBERS CERTIFICATION DATED 5/27/2016 brad Piecuch '-'71,4e-c...ez Authoriz 'signature a f ' TOWN OF SOUTHOLD �, sv¢Fnt,r�,--. °G� BUILDING DEPARTMENT TOWN CLERK'S OFFICE P� y SOUTHOLD, NY dal ,y�r,°,' 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#: 39397 Date: 12/2/2014 Permission is hereby granted to: New Suffolk Waterfront Fund 650 First St PO BOX 146 New Suffolk, NY 11956 To: construct a new foundation for a commercial building per ZBA, Planning, Trustees & DEC as applied for; Flood Permit included, amended to include the restaurant building At premises located at: 650 First St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-18.1 Pursuant to application dated 11/18/2014 and approved by the Building Inspector. To expire on 6/2/2016. Fees: COMMERCIAL ADDITION/ALTERATION $250.00 Flood Permit $100.00 CO -COMMERCIAL $50.00 EOMMERCIAL ADDITION/ALTERATION $1,465.60 Total: $1,865.60 iri/lik / Building Inspector TOWN OF SOUTHOLD ��QoFFeu-iaGv BUILDING DEPARTMENT #`0 2 TOWN CLERK'S OFFICE Py #*" SOUTHOLD, NY *Al * 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#: 39397 Date: 12/2/2014 Permission is hereby granted to: New Suffolk Waterfront Fund 650 First St PO BOX 146 New Suffolk, NY 11956 To: construct a new foundation for a commercial building per ZBA, Planning, Trustees & DEC as applied for; Flood Permit included At premises located at: 650 First St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-18.1 Pursuant to application dated 11/18/2014 and approved by the Building Inspector. To expire on 6/2/2016. Fees: COMMERCIAL ADDITION/ALTERATION $250.00 Flood Permit $100.00 CO -COMMERCIAL $50.00 Total: $400.00 "71,<A- 4—. LE> Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date /�//g / O/V New Construction: Old or Pre-existing Building: (check one) /� Location of Prop 65D Fled-5f—6:5-1--cf-Abt Sad /'/ /1-)7 House No. Street J Hamlet Owner or Owners of Property 1 Ne L-74 I i '�" C �f (�> Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 5 CI 'l Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate / Final Certificate: ✓ (check one) Fee Submitted: $ G1 C / yi/ Applicant Signature Town Hall Annex 11I �® l® : Telephone(631)7654802 54375 Main Road iAil' AllFax(631)765-9502 P.O.Box 1179 ; co, Q/ roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 . �` EI*V-°° i 00 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: New Suffolk Waterfront Fund (Galley Ho) Address: 650 First Street City: New Suffolk St: New York Zip: 11956 Building Permit# 39397 Section: 117 Block: 8 Lot 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East License No: 34091-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 55 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 22 Smoke Detectors Main Panel 2-150A NC Condenser 4 Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-150A Switches 21 Twist Lock Exit Fixtures 5 TVSS Other Equipment: 1- Ice Machine, 12 ft Lighting Track, 1- Exhaust Fan, Exhaust Hood with Fan and 2-Explosion Proof Lights,1-60A Disconnect for Walk in Cooler,5-GFCI Circuit Breakers,6-ARC Fault Circuit Breakers, Notes. 18-Yard Landscape Lights Inspector Signature: 1-2 Date: May 25, 2016 z Electrical 81 Compliance Form(2)xls lX07,z _rte fit f!' SO . Town Hall Annex S t�,� �,� z Telephone(631)765-1802 • 54375 Main Road Fax Fax(631)765-9502 P.O.Box 1179 9). } ,�: �� Southold,NY 11971-0959 '`Q ' + µu �� z`COUNT�,\\\c 0 9- ECEOVE1 BUILDING DEPARTMENT D TOWN OF SOUTHOLD MAY 272016 BUILDING DEPT. . TOWN OF SOUTHOLD CERTIFICATION Date: .x/27//!0 Building Permit No. 3q 3q-1 Owner: Gamy 1'w w 4(r.Froyf d (Please print) Plumber: grad Piewa (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. PIumbers Signature) Sworn to before me this a 74— day of M ay , 20 Ho ilarCV .� Notary Public, 0 County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2263. ,,,,,,,,, „, oFsou ; r. 7 T:* . y ti r <,,: . a. cc � . , . yC UNTY,N..,:3 �' - TOWN OF 'SOUTHOLD BUILDING' DEPT: - - 765.1802 INSPECTION. [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE - KS: IOC4r7-, . 7".,.._. d. ter •-cr DATE /W/_ INSPECTOR 77:1 , ---3( 277,..6„,?____ „i, ,Of S0014;\011 i' ` # #; =�ye0 UtJi`1,���' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU ATION 1ST [vrROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ ` ' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A 1 :__-_./ -= __&j:latheL-__ -,t4147- i-opc / -e, .. --',47) '1.4) a) 614:4 le i - -74,--,4 (;?§,/ -') S'Ag- lick9722y . r / < 10i DATE INSPECTOR Aiii �h40 S01/450% * ,f 4'N ()r \' 04,1K11 � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY=INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ODE VIOLATION [ ] CAULKING REMARKS: 6 ' dik i i � DATE f INSPECTOR 3 „,,,,,,,,,,,,,, 4\ ,* s„, TOWN- OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S- / /,& DATE �� INSPECTOR 40" 3 3 9 t '' *OF SOUly- /0',,,ftss: Heeteir--71 457061; b TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI • :TION [ ] CAULKING REMARKS:" 4U (")Z — icM_ 4 i AA-ys-1 ._ 2 C1 1 __rt . .i tom. A_ ,,,,f,;,4- .._.v.,,, :rt,c/-7, ix,:— _ f -Asf e ' z .)- ' • ,0 j DATE " / INSPECTOR J ,--- „,,,,,___ ��,,,,o SOUTyoCA36 (12A- -- � 4 c€ ii. y 1i �Ipp , �O,11 =�roUN1,,� I''', - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [`FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE- RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: R _.il _-_ , iirioci _ , f) 'ti / I ;' •J DAP /' --u _ , 0W z.o , OA” ,,i - .-45--7---. 7#7.0 44C rt JP —D14- '-r- -Cr-- 01 ., z9,,A,,, likAg_44„ , _. i� %� .--- ( 4,5 -,=„b _A DATE c ) 1 - 1 INSPECTOR f 1 "" ho��OF TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] 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: DATE INSPECTO 3939 F LATHAM r • • ,1 SAND & GRAVEL, INC. I APR 2 0 2015 35180 Route 48•P.O.Box 608•Peconic,NY 11958 PI DG DEPT Office(631)734-6800•FAX(631)734-2318 10t",1\ 0 ?u .0 March 25, 2015 Sid Beebe & Sons Builders, Inc PO Box 979 Cutchogue,NY 11935 Re: New Suffolk Waterfront—Galley Ho, 650 First Street,New Suffolk Piling Certification Piles driven for building foundation and deck support as follows: • All piling located by surveyor as per piling plan of Joseph Fischetti, P.E. dated 2/12/15. • Piles used were 10"butt, 1.0# CCA-C treatment, 12ft minimum penetration. • All piles driven by drop hammer,hammer weight of 2500 lbs. Maximum drop 22 vertical feet in enclosed lead. All piles well in excess of 15 ton ultimate capacity based on ENR formula. • Piles meet or exceed New York State requirements as set forth in the 2010 NYS Building Code. All piling were driven on February 25 thru March 13, 2015. et' � .�® �'•W Respectfully submitted, tit( P 00%10 pa r John D. Hocker, P.E. a6 ' Vice President JDH:mgl Marine Construction•Dredging•Precast Cesspools e Gravel•Fill•Topsoil•Excavating and Land Development N ,d c:: RCHITECT i1 + MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 I www.mksarchitcct.com April 21,2016 D ECIEDYE 1 MAY 162016 Southold Town Building Department P.O. Box 1179 Main Road BUILDING DEPT. Southold,New York 11971 TOWN OF SOUTHOLD Re: New Suffolk Waterfront Fund,Inc. P.O.Box 146 New Suffolk, NY 11956 To Whom This May Concern: I have been to the site and reviewed the caulking and insulation. To the best of my knowledge, the completed caulking and insulation installations have been constructed as per plans and meet or exceed NYS code requirements. i Please call this office if you have any questions or require additional information. Very truly yours, p,�_. 14 , ,i''.;•,,, ,i/ 1yy Ix I° L 0 , „ o ,..yes 4. 7,11 Mark Schwartz ` 4 AIA Member-American[nstitite of Ai chi te:tute 39397 ,t., Agidf J.' - CHITECT . ____ MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 IIA ww.mksarchitcct.com II May 13,2016 R [EcENTE , , . . Southold Town Building Department MAY 2 ® 2016 P.O.Box 1179 Main Road Southold,New York 11971 BUILDING DEPT. TOWN OF SOUTHOLD Re: New Suffolk Waterfront Fund,Inc. P.O.Box 146 New Suffolk, NY 11956 To Whom This May Concern: The Galley Ho Restaurant in New Suffolk has an AC cooling load is 162,000 BTU and the heating is load 240,000 BTU. The NYS Energy code (Section C408.2.4)has commissioning requirements for projects with systems greater than 480,000 Btu/h(140 690 W) cooling capacity and 600,000 Btu/h(175 860 W)heating capacity. The Galley Ho capacities are significantly less than those capacities,therefore, this project is exempt from the HVAC state requirements. The installed lighting and thermostat systems,to the best of my knowledge,also meet the NYS 2012 code requirements. Please call this office if you have any questions or require additional information. Very truly yours, 404 ► 8e ,. if � �` ',r �� 1 is Mark Sc - AIA i Member AmmIcan 1n.41hMe of Archilect..ie FIELIb INSPECTION REPORT DATE _ T COMMENTS , FOUNDATION(1ST) 4 &��./ ' '3/ „4 ,: 7 1 . . . . . ............„....... . . . . . . , . . • g\5 FOUNDATION(2ND) , ” . . • . . . . . 2 , Aro 2:6 d'e i-.-,& / 7_e_e 74t.ii r.4 .A u j 1 . _ ( A . .its /. ,=_. • , , erg rf '.c1,-;..s-___A4,-,/-0..p, .,�y • ROUGH FRANIWO& PLUMBING /® /9 crVie- -,- 2,1 , d‘4,,-vi` V J • • . . • P INSULATION PER N.Y. V H STATE ENERGY CODE • (./3 • .2-7.r 40 i /. .O _ is - Q . . • • FINAL • • V_ ADDZTIONAIretilCitaNTS—- . . ir'14. n CO T* •\ Inc p -94 . (. .-'--( ' •i'—ii" •'& 0/0 l n " C,`i p I 1 Jr) rDn/InC� t cel `//2 //S 1-7'1\ lite tG(cf 2/-ep-�,S f --) / ---: 17 -I,: ul1 � �, rAAc) ,-2,� +� ( , 4- 4.0�-�, A-E'il2)4_ 171-i c- (T- to , ----) .? D 4---1-7--./.7c A(4ec_ oCC ?AA n/ > , tii � � 1 2 Lt: isii6 rye(- � � 14-'210.-11,9, �C.Q, C ,�icq rNIM f� n ► o. +2,01- , • ref?i i v(I rutA� ci I.C.Om fi ''Duni.(;of.-- (.o '‘d . . . 0— , ", , J i cA , gi 5-I to- b • (r•CA,v►ti�(,ti o Oir 4. IA'1 0147 -iier OD e , (-E• \m 5 o SpEaloiJ P--FiV fi ® Dol . ' ti at® e( � Pi4 1.• 5 i7 -p€ C ii\ E .•1 SK-- 4'1 ,, '�.. ,14v , 5 PD i—lam ?'lam D C'/ . O112 . 1 t)c -lQL i -.0.a..1,• 1 /BUILDING DEPARTMENT Do you have or need the following,before applying?�"�- F TOWN HALL Board of Health' _ • • `* SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval• FAX: (631) 765-9502 Survey SoutholdTown:NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees ' ' , . Flood Permit Examined ,20 ' Storm-Water Assessment Form t , Contact: Approved ,20 :r , Mail t Disapproved a/c (-5/2-0//1 J /�' c r � . Phone: 63/-'7.37. -S6 65 Expiration.- ,___.7-----,22,- --- ---] il ,20 j y �^-� - ��*i -• , 0 • 1, :m r. tr r- 11 rs - , i Building spec o 11 j 'i FEB 2 4111 S 2014 . 'LICATION FOR BUILDING PERMIT , i 1.---___ cll )G b- Date j } 2y , 20 15/T0''i !!HOLD INSTRUCTIONS J a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule., b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. • ' , c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application;the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. • . e.No building shall be occupied or used in whole or in•part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' • - f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other'regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance'of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. • G�Gw C ,46 . Po136r/ (, /141 /A kY//9S ,. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OtIthle-L/) Aim.,04 --Name of owner of premises /140S efg l k kled4,1- t'u vtd 111'tc-' ' • (As on the tax roll or latest deed) , ' . If applica corpo ation, si r of duly authorized officer � � /f?a � ( (14424.,-,-- ' (Name and title of corporate officer) • Builders License No. rA Plumbers License No. y,,if Electricians-License No. kk / ' Valekarli t lA Other Trade's License No. Ata l4'o vi:Je.31.441 VONGEW.Ifi IT.(41 1. Location of land on which proposed work will be done: V supsD3wa "emar. oD6.5-D Fiirs"t ` /lLeta) 1 , fr/ House Number Street Hamlet County Tax Map No. 1000 Section 1/7 Block e Lot /t j, , Subdivision Filed Man No. ' Lot 4. Estimated Cost #02001060 Fee ' ! e, ' ' z (To be paid on filing this application) 5. If dwelling, number of dwelling units h/0 Number of dwelling units on each floor If garage, number of cars - ' l 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. _6 6 S pefacmtf 7. Dimensions of existing structures, if any: Front .50 -P7 Rear 5.7 -f'`1Depth y70-- Height /9 Number of Stories X.5"-- Dimensions of same structure with alterations o additions: ;Front Rear S 7 ( Depth e2 � Height /q Number of'Stories 1,5 8, Dimensions of entire new construction: Front Rear Depth ' Height Number of Stories 9. Size of lot: Front 22 I-- Rear ) Depth 335-1 10. Date of Purchase /r G 0/0 Name of Farmer Owner Peco,iic Li,i Th S _ .• 11. Zone or use district in which premises are'situated . Aizpi..P ,,cam. �6/4 12. Does proposed construction violate any zoning law; Ordinance or regulation? YES NO X s p c cwt 13. Will lot be re-graded? YES X NO Will,excessfill be lemoved from premises?? YES �t NOr j ` ik 14. Names of Owner of premises /UeQ`Sag a c k Address- , e�''1 r�'W�7 Phone No. 6 31--3-66 -01,,04 Name of Architect ezk S ware— Address Po Bax 93.3 hone No Name of Contractor A Et Addre`s`s - ' , Phone No. 15 a. Is this property within 100 feet of a tidal wetland:or,a freshwater wetland? *YES ,`A 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 A NO' * IF YES,PROVIDE A COPY. fid Ady5 ins h - ,`--- STATE OF NEW YORK), ' SS: COUNTY OF l- ),L) . ?cchri(koL f . ► `1 c ( .,,,L- ,- (' - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing g co tract)above named, (S)He is the /U Jct-j Ck 10,Z4- f lit(�jJ, aii- laid. ` (Contractor,Agent,Corporate Officer,etc.) . of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; -- SI,Ji,rk+6 Me Y* 2 lame 2-0l L. (gAyki A-71. 4taug,z(i..., . . i nomi ?vet1C— Alfff M.BEASLEY Notary N0k18 te39 61 ew York Qualified!n Suffolk C Commission Expires Februaryry 27.20. BUILDING DEPARTMENT - Do you have or need the following,before applying? TOWN HALL Board of Health' SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3/ 97 Check Septic Form N.Y.S.D.E.C. Trustees /r / Flood Permit - Examined Ohl ,20 // _ Storm-Water Assessment Form - Contact: - Approved r 3( 20 /7 Mail t _ Disapproved a/cVce C5 ' /✓' \ , Phone: 63/---737—S76'�o Expiration z / ,20) " t r dr 17- 37B -ooi CSC0ME • _ , � � -------- Building r spec' FEB 2 8 2014 LICATION FOR BUILDING PERMIT If BLDG DEPT Date ` p , 20 /7 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required; APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app`litor name, aporporgA® -PO Box/S'(, /UJ Sf/Ic �t/y//95, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 00 A44,4 4 Name of owner of premises 41.4) S(f l k U(a4 ,d 6 ,4, 1.4 (As on the tax roll or latest deed) If applic corpo ationnr si . of duly authorized officer � � /97 !' (Name and title of corporate o'icer) Builders License No. riot/ Plumbers License No. \ p- /e —Electricians License No. ix 32.6:32 a Other Trade's License No. ' /Gt' v� M aj`#' �Ea°s ta'•M 'iaNecoC:;g,(0 FSB` f fls)4:tl}3u.),°P7 _ot i o 1. Location of land on which proposed work will be done '�/�"""��`' `i ``'""'za"7i1�'�� 5D F�ifS+ �1- it 3 / Ifo,/U/ House Number Street Hamlet County Tax Map No. 1000 Section //7 Block e Lot /t r 11 Subdivision Filed Man No. Lot 4. Estimated Cost It0200 00 Fee �7 (To be paid on filing this application) 5. If dwelling, number of dwelling units h to Number of dwelling units on each floor If garage, number of cars eevemne4,j / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 6 6 S +'eskie 7. Dimensions of existing structures, if any: Front ,. 0 -P7 Rear 5-0 -Pf Depth ca 54.14 Height /91:1 Number of Stories 7,,m Dimensions of same structure with alterations o additions: Front FY Rear S 1. .( Depth 9-* Height /7 Number of Stories l�S 8 Dimensions of entire new construction: Front Rear Depth oHeight Number of Stories 9. Size of lot:Front 22 Rear Depth .3-5-11— 10. Date of Purchase f c o?0/0 Name of Former Owner I e Coo!C Lane/ 7`re-r S 11. Zone or use district in which premises are situated /1/ 4J9 S erg 6 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X S peccw4' i3 13. Will lot be re-graded? YES X.NO Will excess fill be yemoved from premises? YES NO2( /� //J, G/ -P° /L/ 5 44 ll'c 14. Names of Owner of premises /U�) Sam l Gc Address �D a/rl� Phone No. 3/-. 66 -OVq A Name of Architect aA/7` Address Po Banc 933 G;v�rL.Phone No Name of Contractor h 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 A NO * IF YES,PROVIDE A COPY. afi-a_dviitelP IWS STATE OF NEW YORK), SS: COUNTY OF 'C4)X-) Q./ r 1 Gam- E . Mc IK_.-.1-1[ _ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above g g named, � f (S)He is the /J SA C� w ii�ej/ ( j4a!/L (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; G1,-( me Y'k Lc 21 da.ti cye irn/(6 / „1-6)V aYki- A meq Pic&1 c_ AMY M.BEASLEY Noisy Public,State of New York No.018E5039767 Qualified in Suffolk Coun Commission Expires February 205 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health -- SOUTHOLD,NY 11971 ' 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Q Survey _ SoutholdTown.NorthFork.net PERMIT NO. .7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form ' �'�i��l Contact: Approved ,20 , Mail to.. r ., 'i 6 Disapproved a/c 41° !�l "(1'---41' 545-C. 5n illif o on r7k. to I7/4 Phone: Expiration 0 —:,D 1EC{0 V J Building Inspector APPLICATION FORBUILDING PERMIT APR 22016 Date 'l I , ' ,20 /-6- B ! DING DEPT. INSTRUCTIONS TO O SO a. s application 1Gius'i'be completely filled in by typewriter or in ink and submitted to th Building Inspector with 4 sets of p1 ,accurate plot plan to scale.Fee according to schedule. b(Plot plan showing location of lot and of buildings on premises,relationship to adjoining .remises or public streets or areas,aifd waterways. ; c. The work covered by this application may not be commenced before issuance of Build g 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. J , 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 Perm'.pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable La. Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition . erein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, . P i regulations,and-to admit authorized inspectors on premises and in building for necessary inspections. ' • Signature If applicant or name,if a corporation) �s ou-, 64114 //7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, e i_me< ,general contractor, electrician,plumber or builder Q(Nt ° Name of owner of premises (As on the tax roll or latest deed) If ap.lica is a c• s oration, signa - e f dul thorized officer (Name-and title of corporate offi , Builders License No. Plumbers License No. Electricians License No. Other Trade's License No: 1. Location of land on whi proposedNwork will be done: • 656 14T J l��Q/t Y a) House Number Street Hamlet I H County Tax Map No. 1000 Section 1 'l Block 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 b. Intended use and occupancy 5.61.stal 3. Nature of work(check which applicable): New Building Addition ✓ _Alteration Repair Removal Demolition Other Work - (Description) 4. Estimated,Cost 45'00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6." If business, commercial or mixed occupancy, specify nature and extent of each type of use. COoloteArktd 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) • ate. COUNTY OF ) °ItcL4rip I`AS being duly sworn,deposes and says that(s)he is the applicant (Name of indidiflual signing contract)above named, (S)He is the Coit1 Odor (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have.performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me s \1- d*1. of ER M ANGELO Notary Public-State of New York •k \\� NO. 01AN5088456 otary Publi Qualified in Suffolk ou ty w Signature of App scant My Commission Expires A fi , 4.,.... !gin!, '^, 1-41M....n.r...,%;";10u---,,...---..„„7„:744:"11!;.7;. } T✓ a i"k'� ly'�;"_ ,. ^:,S +oma., e7 ' :-.'S •.• ,v�, zh'Yl•rn �{w'�t i't �l\. l i�jh"';�. �Y"�. � ,.q : .- 1 \ �.., �,\� ��^' >Mxre;;;�, .�� -�• ,. i�IAI�• .�;e'a�'„r3.�r't- •�ti-`• ,��r✓��,�/ +�, n �.�( Sa�K , 1� /.11 1�' f � stat'-,, '�' 1;11\ 7�}5: �1yI I.,.! "•;'`!.. \.�,,t. �r,���.� ,. d rrr , �; irr 1 ' � � . ' 1 2� 7 -�_ ,c -Y� rt.,b,,,V.._ 3{!'C.,11,-<?JS7 ::�0.SF,,,ww.!u3.Y),.,9.'.S. ,,,,w,,,..,,,Ff'..-..NA,,,..4 ..'.t14�:.V.NI.'-''...w,u!SK..N....Ne4-.SSt..L.4,'5161.:4•'-SSW+,.4,752,�YS.X.V.0.5,: „ 5!..,...v.4,4,...,'a4p....,,%k'4(.SSb ,,..�f:.11 /� 'i; 4tjkq •a S �� 9: BOARD OF SOUTHOLD TOWN TRUSTEES fEiSOUTHOLD,NEW YORK 4_r<,� , ,g ti,,„..t,i,, ')1'A.. ii t tt :: PERMIT NO. DATE: OCTOBER 22,2014 , 4.1, A itrt I ISSUED TO: NEW SUFFOLK WATERFRONT FUND �' t. Xfrryry'f I• PROPERTY ADDRESS: •650 FIRST STREET,NEW SUFFOLK r,i° F �f i' SCTM# 117-8-18.1 , "{, ' l';'. '4` fir' AUTHORIZATION „mss Ri. ,t r �`r_ , -� �� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in �d 1 ,\ 3 i accordance with the Resolution of the Board of Trustees adopted at the meeting held`on October 22,2014,and �� 1� -' 1- in consideration of application fee in the sum of$250.00 paid by New Suffolk Waterfront Fund'and subject t9 z. •-,,, ,4r to s � � the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and ;� permits the following: .r 1, Wetland Permit to permanently relocate the"Galley Ho”and associated features; ' '.rWIrif N - i��.ILe�r�� 1).- -.\''''12.,„,#41. y` ..'0-\-4_\az, renovate 1,200sq.ft.of the building,replacing 478sq.ft.of storm destroyed section of building, • ;� 5: construct a new 47s .ft.addition to building,and for the installation of a storm water � 9 g , '0 c• management system of gutters to leaders to drywells; construct 1,612sq.ft.of wood decking ' l•-.'. .1 attached to building with two(2)sets of steps(70sq.ft.)to grade; install a 10,560sq.ft. parking �,\ • lot with French drains; construct'a 450sq:ft.long handicap access ramp to building; install aa U •. r: : 480s ft,concrete walkway, geastern edge of parkinglot with a set of 98s ft.of steel steps a t q• y,along g q• P } to grade; install a 210sq.ft.concrete walkway along southern edge of parking lot; construct \ %fr 200sq.ft. bridge/deck on the landward side.of the bulkhead; install a 2,325sq.ft. non-turf buffer l ” 4i',....._ the eastern bulkhead;and install a northern 1,280• s ft.non-turf buffer on the seaward —.r :-_ , 1� along q• xfY� ' 'IVside of proposed parking area; and•as depicted on the site plan prepared by Marshall Paetzel , . Landscape Architecture,last dated September 25,2014 and stamped approved on October 22, '-,04:.,-,4, , rr a'� , fir ' 2014. ,, � . �� 1 IN WITNESS WHEREOF, y rp �� the said Board of Trustees hereb causes its Co orate Seal to be affixed, _Alilliw I , and these presents to be'subscribed by a majority'of the`siid Board as of this date. ' ;;5e A. a / 3 f�1 ;��� l ,,. _i ►I X77 i !,1____,,,077t,ifirt:', 3j 1 ,1; YAIS i, ;' DaveBer en-recused / , , • 40-01 : t:l — .l :1.1 , "T4�_e> nv,.Fa.rvr.rij ' r;r ,eHkl;nnaF'A1t vrw.,rz.i'+;it#1.'n. v ,.,ti.vnt.,»v,•i+t•'�.;v.ri+�ri:rrrz twwrm rtinm:n* �r.vd?u,_aM15 .x.vr.rssTsinnzn����.ntt..r��,.;.+•rtrra.n.K..x'?Cn v wmrz - -0,-, 0;,-- -- , •--, ,--y. -. 4 w<r`jll� wh*1.6)*"r� �� f 1u -.y.; ,,• ,..r�, u .p?*+; .r u_t I, _ , jd�u,�1'. st 1 V��?r"r . , ...,_!r.,' GYM 11 r V, R:�; , t I i, wf.:,t '-5L '`t � t i. f� �Yv.z .- .r . ' e � • *t Yr f w.rs ,,,ey Il ,, �� John M.Bredemeyer III,President 's•®�% ®l Town Hall Annex Michael J.Domino,Vice-President ® ; 54375 Route 25 als P.O.Box 1179 Glenn Goldsmith ; Southold,New York 11971 A.Nicholas Krupski ; ���1�, Tele hone 63 7^ :•2 Charles J. Sanders �fe_ec®UNT1 ,� �� F •� v APR 262016 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. CERTFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1214C Date:April 28,2016 THIS CERTIFIES that the permanent relocation of the"Galley Ho"and associated features; renovate 1,200 sq. ft. of the building,replacing 478 sq. ft. of storm destroyed section of building, construct a new 47 sq. ft. addition to building, and for the installation of a storm water management system of gutters to leaders to drywells; construct 1,612 sq. ft. of wood decking attached to building with two(2) sets of steps(70 sq. ft.)to grade; install a 10,560 sq. ft.parking lot with French drains; construct a 3,890 sq. ft. long handicapped access ramp to building for front door access; install a 560 sq. ft. concrete walkway along eastern edge of parking lot with a set of 74 sq. ft. of wood steps to grade and 86 linear feet of wood walls; install a 210 sq. ft. concrete walkway along southern edge of parking lot; construct a 200 sq. ft.bridge/deck on the landward side of the bulkhead; install a 192 sq. ft. concrete pad and stairs'for access to walk-in box; installation of 6' high security fencing around accessory building; install a 2,325 sq. ft. non-turf buffer along the eastern bulkhead; and install a northern 1,280 sq. ft.non-turf buffer on the seaward side of proposed parking area; At 650 First Street,New Suffolk Suffolk County Tax Map#1000-117-8-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 26,2014 pursuant to which Trustees Wetland Permit#8510 Dated October 22,2014,was issued and Amended on April 20, 2016 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 permanent relocation of the"Galley Ho"and associated features; renovate 1,200 sq. ft. of the building,replacing 478 sq. ft. of storm destroyed section of building,construct a new 47 sq. ft.addition to building, and for the installation of a storm water management system of gutters to leaders to drywells; construct 1,612 sq. ft. of wood decking attached to building with two(2)sets of steps (70 sq. ft.)to grade; install a 10,560 sq. ft.parking lot with French drains; construct a 3,890 sq. ft. long handicapped access ramp to building for front door access; install a 560 sq. ft. concrete walkway along eastern edge of parking lot with a set of 74 sq. ft. of wood steps to grade and 86 linear feet of wood walls; install a 210 sq. ft. concrete walkway along southern edge of parking lot; construct a 200 sq. ft.bridge/deck on the r landward side of the bulkhead; install a 192 sq. ft. concrete pad and stairs for access to walk-in box; installation of 6' high security fencing around accessory building; install a 2,325 sq. ft.non-turf buffer along the eastern bulkhead; and install a northern 1,280 sq. ft. non-turf buffer on the seaward side of proposed parking area; The certificate is issued to NEW SUFFOLK WATERFRONT FUND owner of the aforesaid property. 41§4.-- , Authorized Signature New York State Department of Environmental Conservation ilk ;Division of Environmental Permits, Region 1 SUNY @ Stony Brook V 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0365 • Fax: (631)444-0360 Joe Martens Commissioner PERMIT MODIFICATION October 31, 2014 New Suffolk Waterfront Fund Inc. P.O. Box 146 New Suffolk, N.Y. 11956-0146 Re: Permit#1-4738-01008/00025 Facility: New Suffolk Waterfront, 650 First Street, New Suffolk, N.Y. SCTM# 1000-117-8-18 )8 , ) Dear Ms. McIntyre and Ms. Schnitzler: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Revised new sanitary system consisting of a shallow galley system of leaching pools (2' deep), septic tank and grease trap. Permitted retaining wall will no longer be needed due to modified septic system. All work must be in accordance with the plan prepared by Stacy Marshall Paetzel last revised 10/23/14 and stamped NYSDEC approved 10/31/14. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. S' cerely, Susan V. Ackerman Deputy Permit Administrator cc: Glenn Just of JMO Consulting, Habitat-TW, File EMI NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nour Facility DEC ID 1-4738-01008 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: NEW SUFFOLK WATERFRONT FUND INC NEW SUFFOLK WATERFRONT PO BOX 146 650 FIRST STISCTM# 1000-117-8-18 NEW SUFFOLK,NY 11956-0146 NEW SUFFOLK,NY 11956 (631) 566-0806 , FacJity Appljation Contact: � f , JMO'1~ VIRIINTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: New Suffolk Facility Principal Reference Point: NYTM-E: 712.8 NYTM-N: 4540.8 Latitude: 40°59'26.3" Longitude: 72°28'12.7" Project Location: 650 First Street - Watercourse - Cutchogue Harbor Authorized Activity: Relocate a 1 1/2 story marina accessory cafe. Construct an addition to the cafe including deck and stairs. Install a retaining wall and a new sanitary system. All authorized activities must be in strict conformance with the attached plans prepared by S. Paetzel, RLA, of Marshall Paetzel Landscape Architecture dated 4/3/14 and stamped NYSDEC approved 10/21/14. (MAM) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-01008/00025 New Permit Effective Date: 10/21/2014 Expiration Date: 10/20/2019 • r', . Page 1 of 6 lk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONIIII NI Nor Facility DEC ID 1-4738-01008 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BR K,NY 790 -3409 Authorized Signature: sOk^ Date /O/ ZI /ZO/4 Distribution List fcl JMO ENVIRONMENTAL CONSULTING Habitat- TW MARY A MACKINNON Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W Facility DEC ID 1-4738-01008 7. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 8. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 9. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 10. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 50 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Driveway/Parking Area of Pervious Material Driveway and parking areasshall be constructed of NYSDEC-approved pervious materials. '? 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales /silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by S. Paetzel, RLA of Marshall Paetzel Landscape Architecture dated 4/3/14 and stamped NYSDEC approved 10/,alb/14. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONOWN Now Facility DEC ID 1-4738-01008 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structute, 'fill, excavation, or other modification of the watercourse hereby authorized shall not be Icmpleted, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration-or revocation of this permit, the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: • 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the.Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department., A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any ofthe terms, conditions or requirement's contained in such order or determination. Page 4 of 6 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION s Facility DEC ID 1-4738-01008 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application: The permittee must submit a renewal application at least 30 days before permit expiration for the folt6wing permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are tratihflrrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 ' ;T- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONalma Nur Facility DEC ID 1-4738-01008 • • 'ilzi • NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit ;,,;;, , The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C:Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 BOARD MEMBERS �,," .,.....-„....1,... Southold Town Hall Leslie Kanes Weisman,Chairperson �0'����SO!/TO . 53095 Main Road•P.O.Box 1179 .,',`® !O Southold,NY 11971-0959 James Dinizio,Jr. Jig Jig% Office Location: Gerard P.Goehringer �, Town Annex/First Floor,Capital One Bank George Horning �O����1 54375 Main Road(at Youngs Avenue) Ken Schneider Ol,�COUN� �i'� Southold,NY 11971 I,,•' http://southoldtown.n orthfork.net ZONING BOARD OF APPEALS • EIV D TOWN OF SOUTHOLD I•j , , (2:53 Tel.(631)765-1809•Fax(631)765-9064I+" /? �� .1/ FINDINGS,DELIBERATIONS AND DETERMINATION Southold Town Clerk MEETING OF FEBRUARY 7,2013 ZBA FILE: 6616 NAME OF APPLICANT:New Suffolk Waterfront Fund, Inc.and Robins Island Holdings,LLC. SCTM#'s-1000-117-08-18 & 19 PROPERTY LOCATION: 650&380 First Street,(adj.to Cutchogue Harbor)New Suffolk,NY _ SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 13, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 3, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from LWRP review pursuant to: §268-3 Definitions. Minor Actions item "HH"which states: Lot line changes, provided that the lot line change will not permit new development that may have undue adverse impacts on wetlands, tidal waters or natural protective features. PROPERTY FACTS/DESCRIPTION: This application concerns two adjoining parcels in the MII District,Tax Lots 18 and 19. Tax Lot 19 is owned by Robins Island Holdings, Inc. and presently houses the ferry terminal and associated buildings that provide transport to and from Robins Island. It contains 20,119 sq.ft.and has 91.50 feet on First Street, 180.37 along the southern property line, 127.24 feet on Cutchogue Harbor and approximately 203.00 feet along the northern property line. Tax Lot 18 previously had two Permitted Uses operating concurrently, a Restaurant Use and a Marina Use. The applicant has represented that the parcel has a lot area of 149,325 SF of which 142,277 SF is upland/buildable land.The parcel fronts First Street for 533.24 feet at its western boundary and is partially bisected by Main Street Main Street is an improved ROW approximately 50 feet wide by 194 feet long and is perpendicular to and intersects First Street. It has 821.17 feet along Cutchogue Harbor and 134.00 feet on the northern property line. The parcel is improved with a Barn/Storage building,a 1-Story Marina Accessory Building,a building used previously (and as recently as 2007) as a 95-seat Restaurant(now in disrepair),a Boat Basin, and a historical monument r Page 2 of 4—February 7,2013 ZBA File/6616—NSWF Fund,Inc CTM-1000-117-8-18&19 denoting the parcel as the location of the nation's First Submarine Base.The subject parcel also has a beach area. All as shown on the Survey/Site Plan entitled"New Suffolk Waterfront Lot Change",Sheet No. 1 of 1,dated July 5, 2012, last revised on 10/24/2012"NSWF, Inc Comments"prepared by Barrett,Bonacci&Van Weele,PC, stamped by Martin A. Read, L.S. BASIS OF APPLICATION: Request for Variances from Art. XIII Code Section 280-56 and the Building Inspector's September 18,2012 Notice of Disapproval based on an application for a permit for a minor subdivision at; 1) lot size less than the code required 80,000 sq. ft. per Bulk schedule in MII District, 2) lot size less than the code required 160,000 sq. ft. for the proposed second use, located at: 650 and 380 First Street (corner Jackson Street,Main Street)(adj.to Cutchogue Harbor)New Suffolk,NY.SCTM#1000-117-8-18&19 RELIEF REQUESTED: The applicant proposes a minor subdivision and two permitted uses on a Lot with insufficient Buildable Land, which requires the following requested variances: 1)A lot line change to increase the pre-existing nonconforming lot size(20,119 SF)of Tax Lot 19(proposed Parcel 2)by conveyance of 48,689 SF of lot area from Tax Lot 18 (proposed Parcel 1) resulting in a nonconforming lot size of 68,808 SF for proposed Parcel 2,where the Code requires a lot size of 80,000 SF and 2)A lot area variance to allow two permitted uses on a lot size of 100,636 SF having Buildable Land of 93,588 SF for proposed Parcel 1, where the Code requires 160,000 SF of Buildable Land for two permitted uses (80,000 SF per permitted use). All as shown on the Survey/Site Plan entitled "New Suffolk Waterfront Lot Change", Sheet No. 1 of 1, dated July 5, 2012, last revised on 10/24/2012 "NSWF, Inc Comments" prepared by Barrett, Bonacci & Van Weele, PC, stamped by Martin A. Read, L.S. ADDITIONAL INFORMATION: A memorandum from the Southold Town Planning Board, dated December 18, 2012, indicated support for granting of the variances because the applicant proposes "to minimize the development potential of the property, protect public access to the water, and preserve the water view-shed through conservation easements, which are goals that are consistent with the Town's Comprehensive Plan." The applicant stated at the public hearing that the New Suffolk Waterfront Fund cannot financially manage to carry the costs of loans incurred to purchase the property(Tax Lot 18) and, in order to proceed with their proposed plans,must sell a portion of the existing parcel to the adjacent property owner, Robin's Island Holdings, Inc. Additionally, the applicant stated that, to create an income stream that is sufficient to retain ownership of and maintain the premises, they must be able to operate the two permitted uses that have historically existed on the site(marina and restaurant). There were some concerns expressed at the public hearing by nearby property owners, with respect to the problems that could be caused by the increased parking, drainage and septic system requirements for the two permitted uses proposed on proposed Parcel 1. There was also considerable community support for the proposed project and the variance relief applied for at the public hearing. The Board also received letters and email in support of the requested variances. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 3,2013,at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel is adjacent to Cutchogue Harbor and lies within the small New Suffolk hamlet center along First Street, near the New Suffolk public beach and parking area, and adjacent to the property that houses a ferry terminal and associated buildings that transport to and from Robins Island in Cutchogue Harbor. The surrounding neighborhood consists of residential properties. Historically the subject parcel had been intensely used as a submarine base and then a very active boat yard which stored large boats, primarily on the southern portion of Page 3 of d—February 7,2013 ZnA File#6616—NSWF Fund,Inc CTM 1000-117-8-18&19 the property. In more recent years the property was used for the operation of a marina and a 95 seat restaurant called the Galley Ho,which ceased its operation in 2007. Granting the requested lot line change will not change the overall appearance of proposed parcels 1 and 2 because their scenic vistas of the waterfront will be maintained by the creation of a proposed New York State Office of Parks, Recreation and Historic Preservation Easement Area on proposed Parcel 1 and a proposed Nature Preserve Area on proposed Parcel 2. Granting a lot area variance to permit the continuation of the two uses that have historically existed on the property will not change the character of the neighborhood because the two uses have co-existed harmoniously within the community over the years and the applicant has stated that the proposed restaurant use will be smaller in scale and less intensely used than it was in the past and that parking for both uses will be accommodated on site. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant for a lot line change cannot be achieved by some method feasible for the applicant to pursue,other than an area variance.The applicant seeks to sell a portion of the existing parcel to the adjacent property owner,Robin's Island Holdings, Inc.,which requires the proposed lot line change/minor subdivision. In so doing, the Robin's Island property(proposed parcel 2 (Tax Lot 19) will be substantially increased in size (from 20,199 sq. ft. to 68,808 sq. ft.) but will continue to be less than the code required 80,000 sq. ft. and will therefore require a variance. The benefit sought by the applicant to operate two permitted uses on proposed Parcel 1 (Tax Lot 18)cannot be achieved by some method feasible for the applicant to pursue, other than an area variance because the existing parcel will be reduced in size to a non-conforming 100,636 sq. ft. where the code requires 160,000 sq. ft. (80,000 sq. ft. per use) for the two permitted uses on the subject property,therefore requiring variance relief for insufficient lot size. 3. Town Law $267-b(3)(b)(3). The variance granted herein for proposed Parcel 2 having a resultant Lot Size of 68,808 square feet is mathematically substantial, representing 14% relief from the code required 80,000 square feet. However, the substantiality is mitigated when considering the proposed lot size will be an increase of more than three times the pre-existing lot size, bringing the proposed lot size of Parcel 2 (Tax Lot 19) into more conformance with the Code. The variance granted herein for two permitted uses on proposed Parcel 1 having a resultant lot size of 100,636 SF of which 93,588 SF is Buildable Land is mathematically substantial,representing 83% relief from the code required 160,000 square feet for two permitted uses. However, the applicant states that the proposed two uses will be smaller in scale in relation to the same two uses that have historically existed on the site. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. While concerns were expressed at the public hearing about problems with drainage, flooding, parking and septic on and around the proposed parcels, in order to proceed with the proposed project the applicant must comply with Chapter 236 of the Town's Storm Water Management Code,and obtain site plan approval from the Planning Board and the Suffolk County Department of Health Services, all of which will address and mitigate possible adverse impacts. Additionally, the applicant seeks to provide the community with the benefit of open space and the preservation of scenic vistas and access to the waterfront, and minimize development by maintaining the two historic uses on the subject parcel (restaurant and marina) that are much less intense than many of the other uses that are permitted in the MII zone wherein the property is situate. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a minor subdivision and two permitted uses on proposed Parcel 1,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. ' n Page 4 of 4—February 7,2013 ZBA Filet/6616—NSWF Fund,Inc CTM I000-117-8-18&I9 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dinizio,and duly carried,to GRANT, the variance for the lot line change as applied for, and shown on the Survey/Site Plan entitled "New Suffolk Waterfront Lot Change", Sheet No. 1 of 1, dated July 5, 2012, last revised on I0/24/2012 "NSWF, Inc Comments"prepared by Barrett, Bonacci&Van Weele,PC, stamped by Martin A.Read, L.S. GRANT, the variance for the two uses (restaurant and marina) on proposed parcel 1 as applied for, and shown on the Survey/Site Plan entitled "New Suffolk Waterfront Lot Change", Sheet No. 1 of 1, dated July 5, 2012, last revised on 10/24/2012 "NSWF, Inc Comments" prepared by Barrett, Bonacci & Van Weele, PC, stamped by Martin A.Read,L.S. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The relief granted herein for two uses on parcel 1 is subject to final site plan approval by the Southold Town Planning Board and the Suffolk County Department of Health Services That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes. Members: Weisman (Chairperson,) Horning, Dinizio, Schneider This Resolution was duly adopted (4-0). (Member Goehringer was absent) ok 1[40.4 i � b's Leslie Kanes Weisman,Chairperson Approved for filing 2 /// /2013 BOARD MEMBERS �,,�''O� soot,: Southold Town Hall Leslie Kanes Weisman,Chairperson i��,of $* yp '� 53095 Main Road•P.O.Box 1179 t, �O ' Southold,NY 11971-0959 Office Location: Gerard P.Goehringer t` Town Annex/First Floor,Capital One Bank George Horning %�` �, ? tt 54375 Main Road(at Youngs Avenue) Ken Schneider az, • Southold,NY 11971 *,. http://southoldtown.northfork.net ECEIV D ZONING BOARD OF APPEALS • TOWN OF SOUTHOLD M' 7 2013 Tel.(631)765-1809•Fax(631) 765-9064 ' /��'C�{, S.thold Town CI rk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 28,2013 ZBA FILE No.: SE 6617 NAME OF APPLICANT:New Suffolk Waterfront Fund,Inc. SCTM# 1000-117-08-18 PROPERTY LOCATION: 650 First St.,(adj.to Cutchogue Harbor)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Dec. 13, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Jan. 3, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The program supports the historic restaurant use through policy 10.1(b). PROPERTY FACTS/DESCRIPTION: The applicant has represented that the subject property, denoted as Parcel 1,has a lot area of 100636 SF of which 93588 SF is upland/buildable land. Parcel 1 is the resultant area of Tax Lot 18 after a proposed re-subdivision(Lot line modification) which is presently pending before the Planning Board.Tax Lot 18, before the re-subdivision, previously had two Permitted Uses operating concurrently, a Restaurant Use and a Marina Use. Parcel 1 fronts First Street for 272.54 feet at its western boundary,fronts Main Street for 242.44 feet and Parcel 2 for 108.7 feet at its southern boundary. It has 631 +1-feet along Cutchogue Harbor to the east and 254.46 feet on the northern property line.The parcel is improved with a Barn/Storage building, a 1-Story Marina Accessory Building,a building used previously(and as recently as 2007) as a 95-seat Restaurant(now in disrepair), a Boat Basin, and a historical monument denoting the parcel as the location of the nation's First Submarine Base. The subject Page 2 of 4—February 28,2013 ZBA Fde#66I7SE—NSWF Fund,Inc CTM 1000-1I7-8.18 parcel also has a beach area. All as shown as Parcel 1 on the Survey/Site Plan entitled"New Suffolk Waterfront Lot Change", Sheet No. 1 of 1,dated July 5,2012, last revised on 10/24/2012 "NSWF, Inc Comments" prepared by Barrett,Bonacci&Van Weele,PC,stamped by Martin A. Read,L.S. RELIEF REQUESTED: The Building Inspector has determined that the previous Restaurant Use has expired.Therefore the applicant is required to apply for the permitted Restaurant Use by special exception by the Board of Appeals.The applicant proposes a Restaurant Use in a M11 district in accordance with Zoning Ordinance,Article XIII, Section 280-55, Subsection B(1). B. 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: (1) 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. The proposed Restaurant Use is shown on the map prepared by Joseph Fischetti, P.E.,dated February 2,2013, entitled"New Suffolk Waterfront", Parking Requirements, Sheet No. 1. ADDITIONAL INFORMATION: There were many letters,emails and testimony received in support of the proposed Restaurant Use. There were also letters,emails and testimony received voicing concern that the new Restaurant Use may increase problems with insufficient parking,traffic congestion,and increased flooding during storms. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on January 3,2013 and February 7,2013,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the Restaurant Use as proposed will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The Restaurant Use is proposed in its existing location and at a smaller scale than what previously existed upon this parcel (66 seats as opposed to the original 95 seats). The applicant's agent also represented that the restaurant use was proposed to be accessory to the primary marina use that has also historically existed on the subject parcel. While concerns were expressed by some residents about the required parking, traffic and new septic system upgrade that a renovated restaurant would require, the applicant shows an adequate parking yield on the subject parcel for the proposed restaurant use in its current location, in addition to parking for a proposed 15 slip marina, as shown on the site plan dated Feb. 2, 2013. Additionally, the required review and site plan approval by the Southold Town Planning Board, the Suffolk County Department of Health Services and the DEC will provide mitigation measures to address potential adverse impacts,including impacts to scenic view sheds. • Page 3 of 4—February 28,2013 ZBA File#6617SE—NSWF Fund,Inc CTM 1000-117-8-18 Moreover, no evidence was presented to indicate that the previous Restaurant Use prevented the orderly and reasonable use of adjacent properties. Therefore, the Board concludes that the proposed Restaurant Use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the Restaurant Use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.There was evidence presented by verbal and written testimony implying that the various permitted and legally established uses in this district are in deficit of available parking areas to support all of the present uses.The proposed Restaurant Use will be required to supply the needed parking requirements on the subject parcel and address any detriment to permitted or legally established uses during the required site plan review by the Planning Board. C. That the safety,the health,the welfare, the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location.The proposed Restaurant Use will re-establish a use that has long existed harmoniously on the subject property and at a less intense, smaller scale operation. . Additionally, no evidence was presented to indicate that the previous Restaurant Use adversely affected the safety, the health, the welfare, the comfort, the convenience or the order of the town. Therefore, the Board concludes that the Restaurant Use as proposed will not adversely affect the safety, the health,the welfare,the comfort,the convenience or the order of the town. D. That the Restaurant Use will be in harmony with and promote the general purposes and intent of this chapter.The proposed Restaurant Use is a permitted use by special exception by the Board of Appeals in this Marine II District. A Restaurant Use previously existed on this parcel and the applicant proposes to re-establish the same use. E. That the Restaurant Use will be compatible with its surroundings and with the character of the neighborhood and of the community in general,particularly with regard to visibility, scale and overall appearance. A Restaurant Use previously existed on this parcel and was compatible with the character of this neighborhood and community.The Restaurant Use as proposed includes renovating and improving the existing structure, which is currently in disrepair, and operating at a less intense scale than what previously existed. The compatibility of the proposed restaurant's overall appearance and visibility will be addressed during Site Plan Review and approval. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection because site plan approval by the Planning Board will insure same. G. That the proposal complies with the requirements of Chapter 236, Storm water Management, or in the alternative, the Zoning Board of Appeals shall condition such approval on compliance with the requirements of Chapter 236, Storm water Management. Site Plan Review and approval will insure compliance with the requirements of Chapter 236, Storm water Management. Required improvements to the sanitary system,flood plain compliance, and site drainage will improve the treatment of sanitary waste, which will benefit the adjacent wetland areas and improve the Peconic Bay ecosystem. • Page 4 of 4—February 28,2013 ZBA File#6617SE—NSWF Fund,Inc CTM 1000-117-8-18 The Board has given consideration to the "Matters to be considered" governing Special Exception uses set forth in Section 280-143,A through P, in making this determination. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider, seconded by Member Weisman(Chairperson),and duly carried to GRANT, a Special Exception,as applied for,and shown on the map prepared by Joseph Fischetti, P.E.,dated February 2,2013,entitled"New Suffolk Waterfront", Parking Requirements, Sheet No. 1. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Final site plan approval by the Southold Town Planning Board,the Department of Health Services,the DEC and any other regulatory agency from which permits and approvals must be obtained 2. Any future variance relief from the Board of Appeals that may be required 3. The Board reserves the right to further review any changes in the intensity of use for the restaurant as proposed in this application and described in this decision. 4. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy.Therefore,as a condition of approval,the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board Ayes Members. Weisman(Chairperson)Horning, Goehringer,Schneider Thu Resolution was duly adopted(4-0) I • p Leslie Kanes Weisman,Chairperson Approved for filing J) /5--/2013 v r �r BOARD MEMBERS ,,�''' Southold Town Hall o� ly soul= Leslie Kanes Weisman,Chairperson it'r�� 0 - 53095 Main Road•P.O.Box 1179 AO 1p Southold,NY 11971-0959 1f *' Office Location. Gerard P.Goehringer ; ,' Town Annex/First Floor,Capital One Bank George Homing : O �O �� 54375 Main Road(at Youngs Avenue) Ken Schneider n,NT � �°i' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 'ECEIVED Tel.(631)765-1809•Fax(631)765-9064 q- SAA 2 8 2013 FINDINGS,DELIBERATIONS AND DETERMINATIONTOw11 MEETING OF MARCH 21,2013 ZBA FILE No.: SE 6617 AMENDED NAME OF APPLICANT:New Suffolk Waterfront Fund, Inc. SCTM# 1000-117-08-18 PROPERTY LOCATION: 650 First St., (adj.to Cutchogue Harbor)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Dec. 13, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Jan. 3, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The program supports the historic restaurant use through policy 10.1(6). PROPERTY FACTS/DESCRIPTION: The applicant has represented that the subject property, denoted as Parcel 1, has a lot area of 100636 SF of which 93588 SF is upland/buildable land. Parcel 1 is the resultant area of Tax Lot 18 after a proposed re-subdivision(Lot line modification) which is presently pending before the Planning Board.Tax Lot 18, before the re-subdivision, previously had two Permitted Uses operating concurrently, a Restaurant Use and a Marina Use. Parcel 1 fronts First Street for 272.54 feet at its western boundary, fronts Main Street for 242.44 feet and Parcel 2 for 108.7 feet at its southern boundary It has 631 -f-/-feet along Cutchogue Harbor to the east and 254 46 feet on the northern property line. The parcel is improved with a Barn/Storage building, a 1-Story Marina Accessory Building, a building used previously(and as recently as 2007)as a 95-seat Restaurant(now in disrepair),a Boat Basin,and a historical monument denoting the parcel as the location of the nation's First Submarine Base. The subject C 1 Page 2 of 4—March 21,2013 ZBA File#6617SE—NSWF Fund,Inc CTM 1000-1174-18 parcel also has a beach area. All as shown as Parcel 1 on the Survey/Site Plan entitled"New Suffolk Waterfront Lot Change", Sheet No. 1 of 1,dated July 5,2012, last revised on 10/24/2012 "NSWF,Inc Comments" prepared by Barrett,Bonacci& Van Weele, PC, stamped by Martin A. Read, L.S. RELIEF REQUESTED: The Building Inspector has determined that the previous Restaurant Use has expired.Therefore the applicant is required to apply for the permitted Restaurant Use by special exception by the Board of Appeals.The applicant proposes a Restaurant Use in a MIl district in accordance with Zoning Ordinance,Article XIII, Section 280-55, Subsection B(1). B. 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: (1) 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. The proposed Restaurant Use is shown on the map prepared by Joseph Fischetti, P.E., dated February 2, 2013, entitled "New Suffolk Waterfront", Parking Requirements, Sheet No. 1 ADDITIONAL INFORMATION: There were many letters,emails and testimony received in support of the proposed Restaurant Use. There were also letters, emails and testimony received voicing concern that the new Restaurant Use may increase problems with insufficient parking,traffic congestion,and increased flooding during storms. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on January 3,2013 and February 7,2013,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the Restaurant Use as proposed will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The Restaurant Use is proposed in its existing location and at a smaller scale than what previously existed upon this parcel (66 seats as opposed to the'original 95 seats). While concerns were expressed by some residents about the required parking,traffic and new septic system upgrade that a renovated restaurant would require, the applicant shows an adequate parking yield on the subject parcel for the proposed restaurant use in its current location, in addition to parking for a proposed 15 slip marina, as shown on the site plan dated Feb. 2, 2013. Additionally, the required review and site plan approval by the Southold Town Planning Board, the Suffolk County Department of Health Services and the DEC will provide mitigation measures to address potential adverse impacts, including impacts to scenic view sheds. Page 3 of 4—March 21,2013 ZBA File#6617SE—NSWF Fund,Inc CTM 1000-117-8-18 Moreover, no evidence was presented to indicate that the previous Restaurant Use prevented the orderly and reasonable use of adjacent properties. Therefore, the Board concludes that the proposed Restaurant Use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the Restaurant Use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.There was evidence presented by verbal and written testimony implying that the various permitted and legally established uses in this district are in deficit of available parking areas to support all of the present uses. The proposed Restaurant Use will be required to supply the needed parking requirements on the subject parcel and address any detriment to permitted or legally established uses during the required site plan review by the Planning Board. C. That the safety,the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location.The proposed Restaurant Use will re-establish a use that has long existed harmoniously on the subject property and at a less intense, smaller scale operation. . Additionally, no evidence was presented to indicate that the previous Restaurant Use adversely affected the safety, the health, the welfare, the comfort, the convenience or the order of the town. Therefore, the Board concludes that the Restaurant Use as proposed will not adversely affect the safety, the health,the welfare,the comfort,the convenience or the order of the town. D. That the Restaurant Use will be in harmony with and promote the general purposes and intent of this chapter.The proposed Restaurant Use is a permitted use by special exception by the Board of Appeals in this Marine II District.A Restaurant Use previously existed on this parcel and the applicant proposes to re-establish the same use. E. That the Restaurant Use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. A Restaurant Use previously existed on this parcel and was compatible with the character of this neighborhood and community.The Restaurant Use as proposed includes renovating and improving the existing structure, which is currently in disrepair, and operating at a less intense scale than what previously existed. The compatibility of the proposed restaurant's overall appearance and visibility will be addressed during Site Plan Review and approval. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection because site plan approval by the Planning Board will insure same. G. That the proposal complies with the requirements of Chapter 236, Storm water Management, or in the alternative, the Zoning Board of Appeals shall condition such approval on compliance with the requirements of Chapter 236, Storm water Management. Site Plan Review and approval will insure compliance with the requirements of Chapter 236, Storm water Management. Required improvements to the sanitary system,flood plain compliance, and site drainage will improve the treatment of sanitary waste, which will benefit the adjacent wetland areas and improve the Peconic Bay ecosystem. I/ Page 4 of 4—March 21,2013 ZBA Fite#6617SE—NSWF Fund,Inc CTM 1000-117-8-18 The Board has given consideration to the "Matters to be considered" governing Special Exception uses set forth in Section 280-143,A through P, in making this determination. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider,seconded by Member Weisman(Chairperson), and duly carried to GRANT, a Special Exception, as applied for,and shown on the map prepared by Joseph Fischetti, P.E.,dated February 2, 2013, entitled"New Suffolk Waterfront", Parking Requirements, Sheet No. 1. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Final site plan approval by the Southold Town Planning Board,the Department of Health Services,the DEC and any other regulatory agency from which permits and approvals must be obtained 2. Any future variance relief from the Board of Appeals that may be required 3. The Board reserves the right to further review any changes in the intensity of use for the restaurant as proposed in this application and described in this decision. 4. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy.Therefore,as a condition of approval,the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. BOARD RESOLTION: Motion to amend this decision was offered by Member Weisman (Chairperson), seconded by Member Schneider,and duly carried to; AMEND the language under Findings, paragraph"A". Vote of the Board Ayes Members• Weisman(Chairperson,)Horning, Goehringer,Schneider This Resolution was duly adopted(4-0) Ir: l °41 /(11171421/471..,ct-(_—‘ Leslie Kanes Weisman,Chairperson Approved for filing 6 14 /2013 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� $®U*0 � T � 53095 Main Road•P.O.Box 1179 �,f I l® ; Southold,NY 11971-0959 Eric Dantes r, .r.. ` Office Location: Gerard P.Goehringer • ce, : Town Annex/First Floor,Capital One Bank George Horning ,���O�r 54375 Main Road(at Youngs Avenue) Kenneth Schneider ;'I ' tit.,e,� Southold,NY 11971 .... .' http://southoldtown.northfork.net -� ZONING BOARD OF APPEALS D ' �! TOWN OF SOUTHOLD P I Tel.(631)765-1809•Fax (631)765-9064 JUN 3 n 2014 -- BLDG DEPT TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 19,2014 ZBA FILE No.: SE 6617SE AMENDED (2) NAME OF APPLICANT: New Suffolk Waterfront Fund, Inc. SCTM# 1000-117-08-18 IS' I PROPERTY LOCATION: 650 First St., (adj.to Cutchogue Harbor)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Dec. 13, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. The LWRP Coordinator issued a recommendation dated Jan. 3, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The program supports the historic restaurant use through policy 10.1(b). PROPERTY FACTS/DESCRIPTION: The applicant has represented that the subject property, denoted as Parcel 1,has a lot area of 100636 SF of which 93588 SF is upland/buildable land. Parcel 1 is the resultant area of Tax Lot 18 after a proposed re-subdivision(Lot line modification)which is presently pending before the Planning Board. Tax Lot 18, before the re-subdivision,previously had two Permitted Uses operating concurrently, a Restaurant Use and a Marina Use. Parcel 1 fronts First Street for 272.54 feet at its western boundary, fronts Main Street for 242.44 feet and Parcel 2 for 108.7 feet at its southern boundary. It has 631 +/-feet along Cutchogue Harbor to the east and 254.46 feet on the northern property line. The parcel is improved with a Barn/Storage building, a 1-Story Marina Accessory Building, a building used previously(and as recently as 2007) as a 95-seat Restaurant(now in disrepair), a Boat Basin, and a historical monument denoting the parcel as the location of the nation's First Submarine Base. The subject L. Page 2 of 5—June 19,2014 ZBA File#6617SE—NSWF Fund,Inc. SCTM• 1000-117-8-18 parcel also has a beach area.All as shown as Parcel 1 on the Survey/Site Plan entitled"New Suffolk Waterfront Lot Change", Sheet No. 1 of 1, dated July 5, 2012,last revised on 10/24/2012"NSWF,Inc Comments"prepared by Barrett,Bonacci&Van Weele,PC, stamped by Martin A. Read,L.S. RELIEF REQUESTED: The Building Inspector has determined that the previous Restaurant Use has expired. Therefore the applicant is required to apply for the permitted Restaurant Use by special exception by the Board of Appeals. The applicant proposes a Restaurant Use in a MII district in accordance with Zoning Ordinance,Article XIII, Section 280-55, Subsection B(1). B. 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: (1) 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. The proposed Restaurant Use is shown on the map prepared by Joseph Fischetti, P.E., dated February 2, 2013, entitled"New Suffolk Waterfront",Parking Requirements, Sheet No. 1. ADDITIONAL INFORMATION: There were many letters, emails and testimony received in support of the proposed Restaurant Use.There were also letters, emails and testimony received voicing concern that the new Restaurant Use may increase problems with insufficient parking,traffic congestion,and increased flooding during storms. ADDITIONAL INFORMATION AMENDED DECISION(2) On May 30,2014 the Board of Appeals received a request for comments from the Southold Town Planning Board on the site plan application submitted to them by New Suffolk Waterfront Fund Inc.,specifically regarding compliance with the conditions imposed in this decision (ZBA File #6617SE).Based upon a review of the Planning Board's application and accompanying site plans and architectural drawings,the Board submitted a written Memorandum on June 6,2014 with the following findings: 1. The proposed bulkhead setback of 75.4 feet for deck additions on the seaward side of the Galley Ho building are conforming to code, as are all other code required dimensional requirements.Therefore no further variance relief is required from the Board of Appeals (Condition 2 cited herein).This assessment has been confirmed by the Chief Building Inspector in a mutual review and discussion of the documents cited above with the ZBA Chairperson on June 3,2014. 2. The proposed 47 SF addition to the Galley Ho building is deemed to be de minimus in nature by the Board of Appeals; and since the applicant continues to propose a total of 66 seats for the subject restaurant,there is no proposed increase is the intensity of use and no further action by the ZBA is required,as currently applied for to the Planning Board (Condition 3 cited herein). 3. The ZBA reserves the right to review any proposed future changes to the plans reviewed in the ZBA Memorandum dated June 6,2014 for compliance with ZBA conditions. 4. To ensure that there is no other enlargement of habitable space to the Galley Ho building, the Board of Appeals will amend ZBA decision#6617SE by adding a 5th condition of approval. Page 3 of 5—June 19,2014 ZBA File#6617SE—NSWF Fund,Inc. SCTM: 1000-117-8-18 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on January 3,2013 and February 7, 2013, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the Restaurant Use as proposed will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The Restaurant Use is proposed in its existing location and at a smaller scale than what previously existed upon this parcel (66 seats as opposed to the original 95 seats). While concerns were expressed by some residents about the required parking,traffic and new septic system upgrade that a renovated restaurant would require, the applicant shows an adequate parking yield on the subject parcel for the proposed restaurant use in its current location, in addition to parking for a proposed 15 slip marina, as shown on the site plan dated Feb. 2, 2013. Additionally, the required review and site plan approval by the Southold Town Planning Board,the Suffolk County Department of Health Services and the DEC will provide mitigation measures to address potential adverse impacts, including impacts to scenic view sheds. Moreover, no evidence was presented to indicate that the previous Restaurant Use prevented the orderly and reasonable use of adjacent properties. Therefore, the Board concludes that the proposed Restaurant Use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the Restaurant Use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. There was evidence presented by verbal and written testimony implying that the various permitted and legally established uses in this district are in deficit of available parking areas to support all of the present uses.The proposed Restaurant Use will be required to supply the needed parking requirements on the subject parcel and address any detriment to permitted or legally established uses during the required site plan review by the Planning Board. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed Restaurant Use will re-establish a use that has long existed harmoniously on the subject property and at a less intense, smaller scale operation. . Additionally, no evidence was presented to indicate that the previous Restaurant Use adversely affected the safety, the health, the welfare, the comfort, the convenience or the order of the town. Therefore, the Board concludes that the Restaurant Use as proposed will not adversely affect the safety, the health,the welfare,the comfort,the convenience or the order of the town. D. That the Restaurant Use will be in harmony with and promote the general purposes and intent of this chapter. The proposed Restaurant Use is a permitted use by special exception by the Board of Appeals in this Marine II District. A Restaurant Use previously existed on this parcel and the applicant proposes to re-establish the same use. . i J Page 4 of 5—June 19,2014 ZBA File#6617SE—NS WF Fund,Inc. SCTM 1000-117-8-18 E. That the Restaurant Use will be compatible with its surroundings and with the character of the neighborhood and of the community in general,particularly with regard to visibility, scale and overall appearance. A Restaurant Use previously existed on this parcel and was compatible with the character of this neighborhood and community. The Restaurant Use as proposed includes renovating and improving the existing structure,which is currently in disrepair, and operating at a less intense scale than what previously existed. The compatibility of the proposed restaurant's overall appearance and visibility will be addressed during Site Plan Review and approval. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection because site plan approval by the Planning Board will insure same. G. That the proposal complies with the requirements of Chapter 236, Storm water Management, or in the alternative, the Zoning Board of Appeals shall condition such approval on compliance with the requirements of Chapter 236, Storm water Management. Site Plan Review and approval will insure compliance with the requirements of Chapter 236, Storm water Management. Required improvements to the sanitary system, flood plain compliance, and site drainage will improve the treatment of sanitary waste, which will benefit the adjacent wetland areas and improve the Peconic Bay ecosystem. The Board has given consideration to the "Matters to be considered" governing Special Exception uses set forth in Section 280-143,A through P, in making this determination. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider, seconded by Member Weisman(Chairperson), and duly carried to GRANT, a Special Exception, as applied for, and shown on the map prepared by Joseph Fischetti,P.E., dated February 2, 2013, entitled"New Suffolk Waterfront", Parking Requirements, Sheet No. 1. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Final site plan approval by the Southold Town Planning Board,the Department of Health Services, the DEC and any other regulatory agency from which permits and approvals must be obtained 2. Any future variance relief from the Board of Appeals that may be required 3. The Board reserves the right to further review any changes in the intensity of use for the restaurant as proposed in this application and described in this decision. 4. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 5. The proposed deck additions, as noted on the site plan by Marshall Paetzel,LA stamped received by the Planning Board on April 8.2014 must remain open to the sky and may not be enclosed with any roof or walls, either permanent or temporary. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. • Page 5 of 5—June 19,2014 ZBA File#6617SE—NSWF Fund,Inc SCTM 1000-117-8-18 BOARD RESOLUTION(February 28, 2013): Motion to amend was offered by Member Weisman (Chairperson), seconded by Member Schneider,and was duly carried to; AMEND the language under Findings paragraph A. Vote of the Board: Ayes:Members: Weisman(Chairperson,)Horning, Goehringer,Schneider. This Resolution was duly adopted(4-0) BOARD RESOLUTION(June 19,2014): Motion to amend was offered by Member Weisman (Chairperson), seconded by Member Dantes, and was duly carried to; AMEND the decision by adding Condition#5 cited above Vote of the Board. Ayes:Members- Weisman(Chairperson,)Horning, Goehringer,Schneider,Dantes. This Resolution was duly adopted(5-0). o\a- 7, ..n.,„_______, Leslie Kanes Weis/, Ch irperson Approved for filing (7 /..<, .{ /2014 MAILING ADDRESS: 'LANNING BOARD MEMBERS x•11,QF SO(/71 P.O. Box 1179 DONALD J.WILCENSKI l � Ol0 Southold, NY 11971 Chair ` OFFICE LOCATION: WILLIAM J.CREMERS c/� Town Hall Annex PIERCE RAFFERTY • G ? �� 54375 State Route 25 JAMES H.RICH III : '`,o� �a / (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ..4OOU %',.' Southold, NY gel Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD 7,J) [ E nr) November 18, 2014 NOV 1 8 2014 Ms. Patricia McIntyre New Suffolk Waterfront Fund, Inc. BLDG DEFT P.O. Box 632 __ Tn°,Ir, OF SOUTHOLD New Suffolk, NY 11956 Re: Approval: Site Plan for New Suffolk Waterfront Fund 650 First Street, on the corner of Main Street and First Street, New Suffolk SCTM#1000-117-8-18 1 B Zoning District: Marine ll Dear Ms. McIntyre: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 17, 2014: WHEREAS, this Site Plan is for the re-location, renovation and addition of 47 sq. ft. to the historic Galley Ho restaurant building, totaling 1,725 sq. ft., to include a 66 seat restaurant and 16 slip marina on 2.3 acres in the M-ll Zoning District; and WHEREAS, on April 8, 2014, Patricia McIntyre, Agent to the applicant, submitted an application for Site Plan review; and WHEREAS, at a Work Session held on April 21, 2014, the Planning Board formally accepted the application for review; and WHEREAS, on April 29, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEAR) 6 NYCRR, Part 617.5, has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use Jew Suffolk Waterfront Fund [2] November 18, 2014 controls, but not radio communication or microwave transmission facilities", therefore, not subject to SEQRA review; and WHEREAS, on May 22, 2014, the Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on May 28, 2014, the Southold Town Engineering Inspector reviewed the proposed Site Plan to Chapter 236 and required additional information and revisions to the Site Plan; and WHEREAS, on May 29, 2014, the Southold Town Fire Inspector reviewed the proposed Site Plan and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 29, 2014, the Cutchogue Fire Commissioners reviewed the proposed Site Plan and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 2, 2014, a public hearing was held for the above-referenced application and kept open; and WHEREAS, on June 6, 2014, the Zoning Board of Appeals issued a decision for File #SE6617, granting a Special Exception for a restaurant in an M-II Zoning District with five (5) conditions: 1) Final Site Plan Approval by the Southold Town Planning Board, the Suffolk County Department of Health Services, the New York State Department of Environmental Conservation and any other regulatory agency from which permits and approvals must be obtained; 2) Any future variance relief from the Board of Appeals that may be required; 3) The Board reserves the right to further review any changes in the intensity of use for the restaurant as proposed in this application and described in this decision; 4) The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within the classification of the occupancy. Therefore, as a condition of approval, the Applicant must contact the Building Department to make a determination whether or not a Building Permit is required and that changes will be NYS Code compliant; and 5) The proposed deck additions, as noted on the Site Plan by Marshall Paetzel, LA, stamped received by the Planning Board on April 8, 2014, must remain open to the sky and may not be enclosed with any roof or walls, either permanent or temporary; and WHEREAS, on July 7, 2014, the public hearing continued for the above-referenced application and was closed; and WHEREAS, on August 19, 2014, the Southold Town Engineering Inspector reviewed the proposed Site Plan to Chapter 236 and required additional information and revisions to the Site Plan; and WHEREAS, on August 19, 2014, the Southold Town Engineer provided a letter regarding public hearing concern that the construction associated with this project, specifically the raised bulkheads and septic system, will exacerbate the periodic tidal inundation experienced in the New Suffolk waterfront area. The height of tidal New Suffolk Waterfront Fund [3] November 18, 2014 inundation is a function of the phase of the moon and the intensity and prevailing direction of the wind. No amount of filling or bulk heading of this or any other property in New Suffolk can have an appreciable effect on the ultimate height of water during a normal tidal cycle or during a storm. Raised bulkheads and/or filled property only serve to protect the individual property and comply with all applicable building regulations; and WHEREAS, on September 4, 2014, the applicant submitted a letter from the Office of Parks, Recreation and Historic Preservation (OPRHP), dated August 22, 2014, stating that Section 4(b)(1) of the Conservation Easement (CE) specifically allows construction of parking areas within the easement as a Permitted Improvement. Under the CE, the New Suffolk Waterfront Fund retained rights to establish five parking spaces and the OPRHP has no objection to the organization counting those spaces toward the total number needed for all uses on the 2+ acre property as long as park visitors are not prohibited from parking there; and WHEREAS, on September 5, 2014, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP Policies; and WHEREAS, on September 25, 2014, the applicant submitted revised drainage information and an up-dated Environmental Assessment,Form (EAF) consistent with Chapter 236 for Storm Water run-off; and WHEREAS, on October 22, 2014, the Southold Town Trustees reviewed the proposed application and issued Wetland Permit#8510 to permanently re-locate the Galley-Ho and associated features and expires in October 2016; and WHEREAS, on October 31, 2014, the New York State Department of Environmental Conservation (NYSDEC) issued Tidal Wetlands Permit#1-4738-01008/00025 to re- locate a 1% story marina accessory café, construct an addition to the café including deck and stairs, install a retaining wall and a new sanitary system; effective October 21, 2014 —October 20, 2019; and WHEREAS, on November 7, 2014, the applicant submitted a copy of the Site Plan approved and stamped by the Suffolk County Department of Health Services on November 6, 2014 for Mixed Use @ 2,189 gpd under Reference Number Cl 0-14-0004; and WHEREAS, on November 14, 2014, the Southold Town Chief Building Inspector reviewed and certified the proposed use of a restaurant as a permitted use in the M-II Zoning District by Special Exception pursuant to ZBA File #SE6617 and #6616; and WHEREAS, on November 14, 2014, the Southold Town Chief Building Inspector reviewed and certified the proposed use of a marina in the M-Il Zoning District pursuant to ZBA File #6616; and WHEREAS, at their Work Session on November 17, 2014, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article New Suffolk Waterfront Fund [4] November 18, 2014 - XXIV, §280— 130 Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with One (1) Condition to the Site Plan entitled "New Suffolk Waterfront Fund", prepared by Stacy Marshall Paetzel, dated April 7, 2014 and last revised September 25, 2014. The Chairman is hereby authorized to endorse the Site Plan, including the following four (4) pages of related plans: Condition: 1. Coordinate with the Town Attorneys, Engineer Office and Planning Department to complete the Drainage Easement. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. New Suffolk Waterfront Fund [5] November 18, 2014 , U • A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, ttoCi3/4(^)tCAO- Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. c Print name: I ct m ly r , Applicant/Agent Signature: Date: ////���f MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SO(/j P.O.Box 1179 DONALD J.WILCENSKI ,�rr0 � Old Southold,NY 11971 Chair 4g 4g OFFICE LOCATION: WILLIAM J.CREMERS ' va Town Hall Annex PIERCE RAFFERTYfly �pQ���� 54375 State Route 25 JAMES H.RICH III �� O (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR _ coot". Southold, NY ... .iii Telephone: 631 765-1938 www.southoldtownny.gov December 2, 2014 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Ms. Patricia McIntyre New Suffolk Waterfront Fund, Inc. \ -t5) E, CEnNED P.O. Box 632 ,� DEC - 3 2014 New Suffolk, NY 11956 Re: Proposed Site Plan for New Suffolk Waterfront Fund (NSW ) BLDG DEPT ' 650 First Street, corner of Main Street and First Street, New Suffolk owr;of SOUTHOLD SCTM#1000-117-8-18 Dear Ms. McIntyre: We are writing with regard to the property referenced above and the recently approved site plan. It has come to the attention of the Planning Board that posts have been installed along the property line on First Street. These posts are not in compliance with the approved site plan. Changes to the approved site plan require prior written Planning Board approval. Requests for revisions to the approved site plan must be made in writing to the Planning Board for their review. Please contact Brian Cummings, Planner, to make an appointment to discuss this further. Very truly yours, ' r 9. g-J-2A: Donald J. Wilcenski Chairman cc: Building Department/ 413`1 "-i OFFICE LOCATION: �ii�'' MAILING ADDRESS: Town Hall Annex �� �®F y® P.O. Box 1179 54375 State Route 25 �� ,`O ` l® ; Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) 5 ` Southold, NY Telephone: 631 765-1938 � www.southoldtovvrmy.gov y0 U TY,* '�'� ECROVIEPLANNING BOARD OFFICE ' TOWN OF SOUTHOLD APR 2 6 2096 April 26, 2016 BUILDING DEPT. Ms. Patricia McIntyre TOWN OF SOUTHOLD New Suffolk Waterfront Fund, Inc. P.O. Box 632 New Suffolk, NY 11956 Re: Approved Site Plan for New Suffolk Waterfront Fund (NSWF) Located at 650 First Street, corner of,Main Street and First Street, New Suffolk SCTM#1000-117-8-18 (z2•I) Dear Ms. McIntyre: The Planning Board has found that the requirements of the above-referenced Site Plan, and the two (2) items required in the April 7, 2016 Planning Board letter, have been completed based on the site inspection made April 22, 2016. The site is now in conformance with the Site Plan entitled "New Suffolk Waterfront Fund", prepared by Stacy Marshall Paetzel, dated April 7, 2014 and last revised September 25, 2014. The Planning Board allowed as-built changes to the Approved Site Plan as described in the letter dated February 26, 2016 and as shown on the as-built Site Plan dated April 7, 2014, last revised November 3, 2015. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office at 631/765-1938. Very truly yours, �csKT fl Donald J. Wlcen Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering-Inspector ' PH T. TERRY r !own . 53005 mull) "row( CLERK Ff, P O_ (lox 1174 cri 'curl ItEGIS 1AR OF v1TN.STATISTICS y (04) , >;1 Fax (5 I()) 765-I R: MARRIAGE OFFICER R'_.. 1 1 /1 Telephone ( C I(%) 765. RECORDS MANAGEMENT OFFICER -?0/ _ d FREEDOM OF INFORMATION OFFICER ��ypll ,S OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2I, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tile Flood Damage Prevent regulations of-, the Code of the Town of Southold: "Floodplain Development. Permit 1 lhpplication" (FDP(93) ) , and ';'Certificate of Compliance ft Devell pment in Special Flood Hazard Area [C/C(93)) . • •' 'j I . OCrr - TQV�;J OF SOtJTjg J • • doJudith T. Terry Southold Town Clerk August 25 , 1993 • • ', . - • APPLICATION go PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to rcad and sign): 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 re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 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 the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE :EST OF MY KNOWLEDGE,TRUE AND ACCURATE.� [� (APPLICANTS SIGNATURE) /(C • DATE i`Clcl' 7 ..--/SECTION 2: PROPOSED DEYELOPh ENT(T>‘e completed by APPLICAfM NAME ADDRESSJ /'� TELEPHONEmto (� APPLICANT S�ll�W� �'f . /"U�d P' t x4,6 (�, /00c; ' �/ BUILDER + lfai5/� ENGINEER 'TD54 15C$ PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known Landmark. A sketch attached to this application showing (he project location would be helpful. S'uly, — tea g 7 s7`, �=':T ITV 11,01410.‘ FDP(93) I. . t ' APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all applicable boxes)• A. STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑ New Structure 0 Residential (1-4 Family) %Addition 0 Residential (More than 4 Family) tit Alleratio❑ N Non-residential (Floodproofing? 0 Yes) Relocation 0 Combined Use (Residential & Commercial) ❑ Demolition' • P 0 Manufactured (Mobile) Home (In Mann- • Replacement factured Home Park?. 0 Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: D Fill 0 Mining 0 Drilling 0 Grading D Excavation (Except for Structural Development Checked Above) - ❑ Watercourse Alteration (Including Dredging and Channel Modifications) $1,Drainage Improvements (Including Culvert Work) ) ❑ Road, Street or Bridge Construction I / ❑ SuFvision (New or Expansion) j / Ir Iividual Water or Sewer System Other (Please Specify) • After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ EC'.TION 3: FLO,DPLAIN DETERMINATION o be corn ileted .v LOCAL ADMIM TRATOR The proposed development is located on FIRM Panel No. , Dated The Proposed Development: O Is NOT located in a Special Flood HaTard Area (Notify the applicant that the application - review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • O Is located in a Special Flood HaTard Arca. }IRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable ❑ The proposed development is located in a floodway FBFM Panel No Dated ❑ Scc Section 4 (or additional instructions SIGNED DATE • • APPLICATION gr PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he comnieted by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed. ❑ A site plan showing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of Iloodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also, O 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). • O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection level (non-residential only) Ft.NGVD (MSL). For floodproofed structures, npplicant must attach certification from registered engineer or _ architect. ❑ Certification from a"registered engineer that the proposed activi‘in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. ❑ Other. • E I 5: PERMIT Dl,ik,RMINATI•N p .c completed . LI 'ALADMINI RATeR I have determined that the proposed activity A. 0 Is B. ❑ Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE Jf BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. 1f BOX B checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing (corn the Board ,of Appeals • ' • APPLICATION d+ PAGE 4 OF 4 APPEALS Appealed to Board of Appeals') 0 Ycs 0 No Hearing date: • ppea i s. . : : .. --- es .• .,. t: O • Conditions - SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT 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 1 or 2 below. 1. Actual (As-Built)Elevation of the lop of the lowest floor, including basement(in Coastal High Hazard • Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodprooing protection is FT. NGVD (MSL).. NOTE: Any work performed prior to submittal of the above information is at the risk,if the Appl1ca.ot. f SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATQRI The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO • DATE BY DEFICIENCIES? O YES ONO SECTION 8: CERTIFICATE OF CQMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: • Attachment B I SAMPLE CERTIFICATE )F COMPLIANCE for Development in a Special Flood Hazard Area 1/ 1 li 'e e • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA • . .I. s L. RTIFICATE PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING ❑EXISTING BUILDING 0 VACANT LAND J • % THE LOCAL 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: DA'Z'ED: C /C (93) • USDEPATMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A—PROPERTY INFORMATION ``FORlNSURANCE''eC,OMPANY'USE' Al Building Owner's Name NEW SUFFOLK WATERFRONT FUND A2 Building Street Address(including Apt, Unit,Suite,and/or Bldg.No.)or P 0 Route and Box No 'Col'iipany;NAIG,Number:: =_ - ` (n/e corner)First&Main Streets,PO BOX 146 ; City NEW SUFFOLK State NY ZIP Code 11956 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc) DISTRICT 1000 SECTION 117 BLOCK 8 LOT P/O 18 A4 Building Use(e.g,Residential,Non-Residential,Addition,Accessory,etc)NON-RESIDENTIAL A5 Latitude/Longitude• Lat 40°59'31.43"N Long 72°28'16 90"W Horizontal Datum ❑ NAD 1927E NAD 1983 A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s). A9 For a building with an attached garage* a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1 0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net arca of flood openings in A8 b N/A sq in c) Totol net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings'? ❑ Yes E No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State NEW SUFFOLK 360813 SUFFOLK NY B4 Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8 Flood B9 Base Flood Elevation(s)(Zone 36103C0501 H H September 25,2009 Effective/Revised Date Zone(s) AO,use base flood depth) September 25,2009 AE 6 B10 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 B9. ❑ NGVD 1929 E NAVD 1988 ❑ Other/Source. B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes E No Designation Date. ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.Complete Items C2 a—h below according to the building diagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized:Corrected GPS Vertical Datum. NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below 0 NGVD 1929 (21 NAVD 1988 0 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) 9 0 E feet ❑meters b)Top of the next higher floor 18 6 E feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d)Attached garage(top of slab) ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 7 5 E feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5 5 E feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 6.9 E feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 5.9 E feet ❑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./certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. /SOF NEby ,. ❑ Check here if comments are provided on back of form Were latitude and longitude in Section A provided by a ❑ Check here if attachments licensed land surveyor? ❑ Yes E No ! IN Certifiers Name WILTON H.WRIGHT License Number NYS 050587i � Title LAND SURVEYOR Company Name BARRETT,BONACCI&VAN WEELE,PC \IW\ Address 175A COMMERCE DRIVE City HAUPPAUGE State NY ZIP Code 11788 Ntb05401s, Signature /; //l`�1 r P Date MAY 3,2016 Telephone 631-435-1111 (A120278) TT%�//7• FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. L�VV VP7��V 1• SOILS 1 I II 1.../01I L., P,!Wyiii 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: N/E CORNER OF FIRST&MAIN STREETS City NEW SUFFOLK State NY ZIP Code 11956 ,Compariy°NAIC Number: SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments EXTERIOR NC UNIT-ELEVATION 7 5 ELECTRIC PANEL-ELEVATION 12 8. HEATING UNIT-ELEVATION 20.3'. COMMERCIAL KITCHEN EQUIPMENT-ELEVATION 9.2'. EXTERIOR WALK-IN FREEZER-ELEVATION 6.9'. Signature hee_60 i l Date MAY 3,2016 SECTION E—BUILD ' E /VATION 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,B, and C. For Items E1—E4,use natural grade,if available.Check the measurement used In Puerto Rico only,enter meters El. 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 ❑meters ❑ above or❑ below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑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 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑ above or LI 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's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G—COMMUNITY INFORMATION (OPTIONAL) 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.❑ The 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 Zone A(without a FEMA-issued or community-issued BFE)or Zone AO G3.❑ The 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: Cl feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters Datum G10.Community's design flood elevation ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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: N/E CORNER OF FIRST&MAIN STREETS City NEW SUFFOLK State NY ZIP Code 11956 Company NAIC Number: 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. FRONT EsCEDY, I I I4 • z •_016 BUILDING DEPT. TOWN OF SOUTHOLD REAR iIlingi q1 . • FEMA Form 086-0-33(7/12) Replaces all previous editions. ECE DYE Food Estab ' ment Inspection R: y q/2V 1®c '' . Page 1 of 6 Suffolk County Department of Health Services ' MAY 2 5 360 Yaphank Avenue Suite 2A - Date: 05/24/2016 Yaphank,NY 11980 gift 631-852-5999 BUILDING*�DE..PF, www suffolkcountyny gov/health TOWN OF SOU 4 HOLD V Establishment Name Establishment Address City/State Zip Code Telephone CASES PLACE 650 FIRST ST NEW SUFFOLK,NY 11956 Facility ID# Permit Holder Purpose of Inspection Result of Inspection FA0003825 SURF&TURF CHARTERS,LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions Capacity SURF&TURF CHARTERS,LLC 730 SEBASTIANS COVE,MATTITUCK NY 11952 D R 55 seats IN=In Compliance OUT=Out of Compliance N/A=Not Applicable N/O=Not Observed COS=Corrected On Site R=Repeat Violation NOC=Number of Occurrences FOODBORNE ILLNESS RISK FACTORS AND PUBLIC HEALTH INTERVENTIONS PERSON IN CHARGE PRESENT,EMPLOYEES TRAINED, DEMONSTRATES KNOWLEDGE 1 ■IN ❑OUT ❑COS ❑NOC EMPLOYEE HEALTH COMPLY BY DATE MANAGEMENT,RESPONSIBILITY,REPORTING 2 ■IN ❑OUT ❑COS ❑NOC PROPER USE OF EXCLUSION AND RESTRICTION OF ILL FOOD WORKERS 3 ■IN ❑OUT ❑COS ❑NOC GOOD HYGIENIC PRACTICES COMPLY BY DATE PROPER EATING,DRINKING,TASTING,TOBACCO USE 4 ■IN ❑OUT ❑N/O ❑COS ❑NOC PREVENTING CONTAMINATION BY HANDS COMPLY BY DATE NO BARE HAND CONTACT WITH READY-TO-EAT FOODS 5 ■IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC PROPER HANDWASHING 6 ■IN ❑OUT ❑N/O ❑COS ❑NOC APPROVED SOURCE COMPLY BY DATE FOOD OBTAINED FROM APPROVED SOURCE 7 ❑IN 0 OUT 0 N/A ■N/O 0 COS 0 R 0 NOC FOOD RECEIVED AT PROPER TEMPERATURES 8 ❑IN 0 OUT ❑N/A •N/O 0 COS 0 R 0 NOC FOOD IN GOOD CONDITION,SAFE,UNADULTERATED 9 ■IN ❑OUT ❑COS ❑NOC REQUIRED RECORDS AVAILABLE-SHELLFISH TAGS,PARASITE DESTRUCTION 10 ❑IN 0 OUT 0 N/A ■N/0 0 COS 0 R 0 NOC PROTECTION FROM CONTAMINATION COMPLY BY DATE FOOD SEPARATED AND PROTECTED 11 ❑IN 0 OUT 0 N/A ■N/O 0 COS 0 R 0 NOC FOOD CONTACT SURFACES-CLEANED AND SANITIZED 12 ■IN ❑OUT ❑N/A ❑COS ❑NOC PROPER DISPOSITION OF RETURNED,PREVIOUSLY SERVED AND UNSAFE FOOD 13 ❑IN 0 OUT •N/O 0 COS 0 NOC TCS FOOD TEMPERATURE/TIME COMPLY BY DATE PROPER COOKING TIME AND TEMPERATURES,STEM THERMOMETER AVAILABLE AND USED 14 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC PROPER REHEATING PROCEDURES FOR HOT HOLDING 15 ❑IN 0 OUT 0 N/A ■N/O 0 COS 0 R 0 NOC PROPER COOLING TIME AND TEMPERATURES 16 ❑IN 0 OUT 0 N/A •N/O 0 COS 0 R ❑NOC PROPER HOT AND COLD HOLDING TEMPERATURES 17 ❑IN ❑OUT ❑N/A ■N/O ❑COS ❑R ❑NOC PROPER DATE MARKING PROCEDURES USED 18 0 IN 0 OUT 0 N/A ■N/O 0 COS 0 R ❑NOC Food Establishment Inspection Report Page 2o,@ Suffolk County Department of Health Services 360 Yaphank Avenue Suite 2A �?1- Date 051241201€ Yaphank,NY 11980 631-852-5999 M s ° www suffolkcountyny gov/health Establishment Name Establishment Address City/State Zip Code Telephone CASES PLACE 650 FIRST ST NEW SUFFOLK,NY 11956 Facility ID# Permit Holder Purpose of Inspection Result of Inspection FA0003825 SURF&TURF CHARTERS,LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions SURF&TURF CHARTERS,LLC 1730 SEBASTIANS COVE,MATTITUCK NY 11952 D R !Capacity 55 seats IN=In Compliance OUT=Out of Compliance N/A=Not Applicable N/O=Not Observed COS=Corrected On Site R=Repeat Violation NOC=Number of Occurrences FOODBORNE ILLNESS RISK FACTORS AND PUBLIC HEALTH INTERVENTIONS TIME AS A PUBLIC HEALTH CONTROL-PROCEDURES AND RECORDS 19 0 IN ❑OUT ❑N/A ■N/O 0 COS 0 R ❑NOC CONSUMER ADVISORY COMPLY BY DATE CONSUMER ADVISORY PROVIDED FOR RAW AND UNDERCOOKED FOODS 20 06/07/2016 ❑IN ■OUT ❑N/A ❑COS ■NOC 1 Violation Comments: 760-1333 9-When food of animal origin such as beef,eggs,fish,lamb,pork,poultry,ratites,game animals or shellfish is served raw or not cooked to temperatures prescribed by this Article,or is a raw ingredient in another ready-to-eat food,the consumer is to be notified by brochures,deli case or menu advisories,label statements,table tents,placards,or other effective written means of the significantly increased risk associated with certain especially vulnerable consumers eating such foods in raw or undercooked form;except,(a) Unmarinated beef steaks that meet the definition of'Whole-muscle,intact beef'may be served without a consumer advisory if cooked on the top and bottom to a surface temperature of 145oF(63oC)or above and a cooked color change is achieved on all external surfaces,if. (1)obtained packaged and labeled as"whole-muscle,intact beef steaks"from a food processing plant;or, (2)cut in the establishment from beef labeled at a food processing plant as meeting the definition of"whole-muscle,intact beef',prepared to remain intact,and individually packaged and labeled as"whole-muscle,intact beef steak". (b)Raw or undercooked food of animal origin shall not be served to a highly susceptible population,and may not be offered for sale or service by consumer selection from a children's menu. 1 CONSUMER MENU ADVISORY IS INADEQUATE IN THAT NO DISCLOSURE EXISTS FOR MENU ITEMS THAT ARE SERVED RAW OR UNDERCOOKED ON THE PRINTED MENU. 2.CONSUMER MENU ADVISORY PROVIDED IS INADEQUATE IN THAT NO LINK EXISTS BETWEEN HAMBURGER AND STEAK OPTIONS AND THE CONSUMER REMINDER STATEMENT ON THE PRINTED MENU -CORRECTIVE ACTION.TO BE ADDED/CORRECTED PRIOR TO OPERATING HIGHLY SUSCEPTIBLE POPULATIONS COMPLY BY DATE PASTEURIZED FOODS USED,PROHIBITED FOODS NOT OFFERED 21 ❑IN 0 OUT ■N/A ❑COS ❑NOC CHEMICAL COMPLY BY DATE FOOD ADDITIVES-APPROVED AND PROPERLY USED 22 ■IN ❑OUT ❑N/A ❑COS ❑NOC CHEMICALS AND TOXIC MATERIALS STORED AND USED PROPERLY 23 ■IN ❑OUT ❑N/A ❑COS ❑NOC PERSONAL MEDICATIONS PROPERLY STORED 24 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC CONFORMANCE WITH APPROVED PROCEDURES COMPLY BY DATE ) COMPLIANCE WITH VARIANCE PROCEDURES 25 ❑IN ❑OUT ■N/A ❑COS ❑NOC ADDITIONAL IMMINENT HEALTH HAZARDS THAT MAY CONTRIBUTE TO FOODBORNE ILLNESS COMPLY BY DATE RUNNING WATER PROVIDED WHERE REQUIRED 26 ▪IN ❑OUT ❑COS ❑NOC SEWAGE AND WASTEWATER PROPERLY DISPOSED 27 - - ■IN ❑OUT ❑COS ❑NOC GOOD RETAIL PRACTICES Food Establishment Inspection Report :,•ffoik County Depaitment of Health Services C' y Yaphank Avenue Suite 2r, l ra '3 Date •acranK NY 11980 1,. 63' 852-5999 www suffolkcountyny goy/health c I Establishment Name Establishment Address City/State Zip Code CASE'S PLACE 650 FIRST SI NEW SUFFOLK NY 1105(3 Facility ID# Permit Holder Purpose of Inspection Result of Inspection FA0003825 SURF&1IJRF CHAR FERS LLC Premise/Facility Inspection Permit Issued Owner Owner Address Pe/mitRestrictions lCaca:• SURF&TURF CHARTERS LLC 730 SEL(ASHIAN;3 COVE.MA N-11 UCK NY 1 1952 D I.2 IN=In Compliance OU1 =Out of Compliance N/A=Not Applicable N10-Not Observeo CO3=Conected Oil Sue R=Repeat Violation NOC_N- c Occurrence GOOD RETAIL PRACTICES SAFE FOOD,WATER AND ICE COMPLY BY DATE WATER AND ICE FROM APPROVED SOURCES (1,;rii''f'rl 28 . 011N14 ❑IN ■OUT ❑N/O ❑COS ■NOC 1 " -- E;1' ^?k;. Violation Comments: 760-1350.1 -All on-site food service establishment potable water supplies shall comply with the provisions of this section. Water supplies meeting the definition of a public water system as defined in Subpart 5-1 of Part 5 of the New York State Sanitary Code shall comply with the applicable requirements of Subpart 5-1. THE OPERATOR DID NOT PROVIDE DOCUMENTATION OF AN ACCEPTABLE WATER SUPPLY IN THE FORM OF A WATER BILL FROM THE PUBLIC WATER SUPPLIER LISTING THE ESTABLISHMENT ADDRESS. VARIANCE OBTAINED FOR SPECIALIZED FOOD PROCESSING METHODS 29 0 IN 0 OUT •N/A 0 N/O ❑COS ❑R 0 NOC FOOD TEMPERATURE CONTROL COMPLY BY DATE ADEQUATE EQUIPMENT AVAILABLE FOR TEMPERATURE CONTROL 30 OS4372:•5 ❑IN •OUT ❑N/A 0 N/O ❑COS 0 R •NOC 1 Violation Comments: 760-1332.1 -A sufficient number of refrigerators,hot food storage facilities,well-maintained and accurate thermometers and accurate operating temperature controls shall be provided in each area of the food establishment,for the purpose of keeping,transporting,or storing food at a temperature required by the department Ice may not be used in lieu of mechanical refrigeration to maintain required temperatures of temperature-controlled for safety(TCS)foods in storage,display,or service unless approved THE AMBIENT AIR TEMPERATURE OF THE OPEN TOP REFRIGERATION UNIT(#23)MEASURED 47 DEGREES F. PLANT FOOD PROPERLY COOKED FOR HOT HOLDING 31 ❑IN 0 OUT ❑N/A ■N/O 0 COS 0 R 0 NOC FROZEN FOODS,APPROVED THAWING METHODS USED 32 ❑IN 0 OUT 0 N/A •N/O 0 COS ❑R ❑NOC THERMOMETERS PROVIDED,ACCURATE,PROPERLY LOCATED 33 •IN 0 OUT ❑N/A ❑N/O ❑COS 0 R ❑NOC FOOD IDENTIFICATION,LABELING,TRANS-FATS,CALORIE POSTING COMPLY BY DATE FOOD PROPERLY LABELED,NO ARTIFICIAL TRANS-FATS USED,CALORIES POSTED IN CHAIN RESTAURANTS 34 ❑IN 0 OUT ❑N/A ■N/O 0 COS 0 R 0 NOC FOOD PROTECTED,CONTAMINATION PREVENTED COMPLY BY DATE INSECTS,RODENTS,ANIMALS NOT PRESENT 35 •IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC CONTAMINATION PREVENTED 36 •IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC FOOD WORKERS-PERSONAL CLEANLINESS 37 •IN 0 OUT 0 N/A ❑N/O 0 COS 0 R 0 NOC WIPING CLOTHS PROPERLY USED AND STORED 38 •IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC WASHING FRUITS AND VEGETABLES 39 0 IN 0 OUT 0 N/A •N/O 0 COS ❑R 0 NOC Food Establishment Inspection Report Page 4 of 6 Suffolk County Department of Health Services 360 Yaphank Avenue Suite 2A --I.--- Date: 05/24/2016 Yaphank,NY 11980 j . 631-852-5999 It! , www suffolkcountyny gov/health Establishment Name Establishment Address City/State Zip Code Telephone CASES PLACE 650 FIRST ST NEW SUFFOLK,NY 11956 Facility ID# Permit Holder Purpose of Inspection Result of Inspection FA0003825 SURF&TURF CHARTERS,LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions Capacity SURF&TURF CHARTERS,LLC 730 SEBASTIANS COVE,MATTITUCK NY\11952 '•D R 55 seats IN=In Compliance OUT=Out of Compliance N/A=Not Applicable N/O=Not Observed COS=Corrected On Site R=Repeat Violation NOC=Number of Occurrences GOOD RETAIL PRACTICES UTENSILS,EQUIPMENT,WAREWASHING COMPLY BY DATE IN-USE UTENSILS PROPERLY STORED 40 ■IN ❑OUT ❑N/A ❑N/O ❑COS 0 ❑NOC UTENSILS,EQUIPMENT AND LINENS 41 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC SINGLE USE,SINGLE SERVICE ARTICLES 42 •IN 0 OUT 0 N/A 0 N/O 0 COS ❑R 0 NOC - NON-FOOD CONTACT SURFACES CLEAN,MAINTAINED, IN GOOD REPAIR 43 06/07/2016 ❑IN ■OUT 0 N/A 0 N/O 0 COS ❑R ■NOC 1 �' Violation Comments: 760-1345.1 -Equipment and utensils shall be so designed and of such material and workmanship as to be smooth,easily cleanable, and durable,and shall be in good repair or shall be discarded;and the food contact surfaces of such equipment and utensils shall,in addition,be easily accessible for cleaning,nontoxic,corrosion resistant,relatively nonabsorbent and shall conform to approved design and construction standards • LIQUID WAS NOTED POOLING AT THE BASE OF THE OPEN TOP REFRIGERATOR(#23)IN THE KITCHEN AND A PAN WAS SEEN BELOW THE UNIT TO CATCH LIQUID THAT DRIPS FROM THE UNIT,PER OPERATOR. WAREWASHING FACILITIES-MAINTAINED, PROPERLY USED,TEST STRIPS 44 •IN 0 OUT ❑N/A 0 N/O 0 COS 0 R 0 NOC PHYSICAL FACILITIES COMPLY BY DATE ' HOT AND COLD WATER AVAILABLE,ADEQUATE PRESSURE 45 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC PLUMBING MAINTAINED,PROPER BACKFLOW DEVICES 46 •IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC TOILET FACILITIES-PROPERLY CONSTRUCTED,SUPPLIED AND MAINTAINED 47 06/07/2016 ❑IN ■OUT 0 N/A 0 N/O 0 COS 0 R ■NOC 1 Violation Comments: 760-1353.2 e-Employee handwashing signs shall be posted in each toilet room area A HANDWASHING SIGN WAS NOT POSTED IN THE MEN'S AND WOMEN'S TOILET ROOMS. GARBAGE AND REFUSE PROPERLY DISPOSED,FACILITIES MAINTAINED 48 ■IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC LIGHTING AND VENTILATION ADEQUATE AND PROPERLY MAINTAINED 49 ■IN ❑OUT ❑N/A ❑N/O ❑COS O ❑NOC PHYSICAL FACILITIES CONSTRUCTED AND PROPERLY MAINTAINED,CLEANING METHODS/STORAGE 50 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC CLEANING METHODS,EMPLOYEE ITEM STORAGE 51 ■IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC UNNECESSARY ARTICLES EXCLUDED,EXTERIOR AREAS MAINTAINED,LIVING QUARTERS SEPARATION 52 ■IN 0 OUT 0 N/A 0 N/O 0 COS ❑R 0 NOC Food Establishment Inspection Report Page 5 of 6 orf Suffolk County Department of Health Services ' 360 Yaphank Avenue Suite 2A d,— Date: 05/24/2016 Yaphank,NY 11980 631-852-5999 www suffolkcountyny gov/health Establishment Name Establishment Address City/State Zip Code Telephone CASE'S PLACE 650 FIRST ST NEW SUFFOLK,NY 11956 Facility ID# Permit Holder Purpose of Inspection Result of Inspection FA0003825 SURF&TURF CHARTERS,LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions Capacity SURF&TURF CHARTERS,LLC 730 SEBASTIANS COVE,MATTITUCK NY 11952 D R I55 seats IN=In Compliance OUT=Out of Compliance N/A=Not Applicable N/O=Not Observed COS=Corrected On Site R=Repeat Violation NOC=Number of Occurrences GOOD RETAIL PRACTICES PERMITS,POSTINGS,PLANS,SMOKING,MISCELLANEOUS COMPLY BY DATE • COMPLIANCE WITH OPERATING PERMIT CONDITIONS 53 •IN 0 OUT 0 N/A 0 N/O 0 COS 0 R 0 NOC POSTINGS AND NOTIFICATIONS ADEQUATE 54 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC PERMIT OBTAINED, PLANS APPROVED 55 •IN ❑OUT ❑N/A ❑N/O ❑COS ❑R ❑NOC CONDITIONS NOT ADDRESSED 56 ❑IN ❑OUT ■N/A ❑N/O ❑COS ❑R ❑NOC COMPLIANCE WITH CLEAN INDOOR AIR ACT,PUBLIC HEALTH LAWS 57 ■IN ❑OUT ❑N/A ❑N/O ❑COS ❑R• ❑NOC LIMITED/MOBILE&TEMPORARY FOOD ESTABLISHMENTS,VENDING COMPLY BY DATE LIMITED/MOBILE FOOD ESTABLISHMENTS 58 ❑IN 0 OUT ■N/A 0 N/O 0 COS 0 R 0 NOC LIMITED/MOBILE FOOD ESTABLISHMENT COMMISSARY 59 ❑IN 0 OUT IN N/A 0 N/O ❑COS 0 R 0 NOC TEMPORARY FOOD ESTABLISHMENTS 1 60 ❑IN 0 OUT •N/A 0 N/O 0 COS 0 R 0 NOC VENDING MACHINES 61 ❑IN 0 OUT ■N/A 0 N/O 0 COS 0 R 0 NOC Temperature Observations No Measured Observations Overall Inspection Comments: ESTABLISHMENT BUILT SUBSTANTIALLY ACCORDING TO APPROVED PLANS OKAY TO ISSUE PERMIT ESTABLISHMENT MAY OPEN ONCE ALL FOOD CONTACT SURFACES HAVE BEEN THOROUGHLY WASHED,RINSED AND SANITIZED HOT WATER HEATER SEEN WAS A 199,900 BTU AND 100 GALLON CAPACITY AO SMITH UNIT THE FOLLOWING DIFFERENCES WERE NOTED FROM THE APPROVED PLANS.THERE WAS NO STEAM TABLE INSTALLED BETWEEN THE TWO WORKTOP REFRIGERATION UNITS ON THE COOKLINE AND THE UPRIGHT REFRIGERATION UNIT(#22)ON THE APPROVED PLANS WAS REPLACED BY A WORKTOP UNIT WITH REFRIGERATED DRAWERS AND TWO SOUP WARMERS STORED ON TOP. FYI.OPERATING WITHOUT A DESIGNATED PERSON IN CHARGE OF THE FOOD ESTABLISHMENT WHO HOLDS A VALID FOOD SAFETY/FOOD PROTECTION CERTIFICATE ISSUED BY AN AUTHORITY APPROVED BY THE COMMISSIONER DURING ALL HOURS OF OPERATION IS A VIOLATION OF CODE SECTION 760-1340.6 AND IS SUBJECT TO LEGAL ACTION IN THE FORM OF A FINE AND/OR HEARING. SAW DOCUMENTATION FOR WORKMAN'S COMPENSATION AND DISABILITY INSURANCE AT TIME OF INSPECTION AND EMAIL SENT FORWARDING DOCUMENTATION TO ANNE SPOONER. PROVIDED COPY OF ACCEPTABLE MENU ADVISORY AND BACKFLOW PREVENTION DEVICES TO OPERATOR. Focc Establishment l n s p e . c rr- -- Establishment Name Establishment Address City/State Zip Coda _ _?—'•rp -- ' `:E 650 FIRST ST NEW SUFFOLK NV 11056 Facility ID# Permit Holder Purpose of Inspection Result of Inspection A0003825 SURF& TURF CHAR PERS LLC Premise/Facility Inspection Permit Issued Owner Owner Address Permit Restrictions Capacity SURF&TURF CHAR1ERS,LLC 730 SEBASTIANS COVE,MATTITUCK NY 11952 D R 55 seats Thermometer used Cooper DFP450W Anne Spooner,Sanitarian ID#885 Suffolk County Department of Health Services Bureau of Public Health Protection 360 Yaphank Avenue,Suite 2A Yaphank,.NY 11980 Phone (631)852-5867 Fax (631)852-5871 THE FOOD MANAGERS COURSE IS AVAILABLE ONLINE IN ENGLISH,SPANISH AND CHINESE' To register for the Food Manager's course,please visit http//health.suffolkcountyny.gov/foodnlgttrain/Register Note.aspx for classroom training and http//apps.suffolkcountyny gov/health/foodonlinecourse/for the online course A tuition fee will be charged to all students who take the Suffolk County Food Manager course or the Online Course exam,or apply for a Reciprocal Food Manager's certificate Payment can be made by check,money order,or Visa/Master Card,and online credit card payment is also available. Suffolk County Local Law 29-2009 amended Chapter 437(now Chapter 754)of the Suffolk County Code to prohibit"heating or ignition of an e-cigarette which creates a vapor"in all public places. The use of"E-CIGARETTES"IN ALL ESTABLISHMENTS WITH A SUFFOLK COUNTY FOOD PERMIT IS PROHIBITED,SUBJECT TO ALL PROVISIONS OF THE NY STATE CLEAN INDOOR AIR ACT AND SUFFOLK COUNTY LOCAL LAW. EMPLOYEE SICK POLICY WAS DISCUSSED DURING THE INSPECTION. -Person in charge was reminded that all sick employees MUST be excluded from food service -No sick employee is permitted to return to work until they have been symptom-free for at least 24 hours. Certain illnesses require that employees are tested prior to returning to work,even if symptom-free Contact the Bureau of Public Health Protection for details -A log must be kept on-site documenting the exclusion of ill employees - • Signatures ' (/(a/tv:KA/K41,/ ,6 Anne Spooner Maryanne Birmingham Owner Anne.Spooner@suffolkcountyny.gov "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" 011505 BELLON! '^y SUROLR COUNTY!XECeTM! \ : • JAMES LTO OMMI MO.MDII,MHA,MSV! cOMhdI�SIONIP . I 5001 v5 6VelOP 1 CAITH O CIETMNT\1lNT W 1l�lTX 3{ryy.Cl3 • ///// %OF SO/Th:- _ (,t ,`o - - • !o ; Town Hall Annex ; * *; Telephone(631))7865--1802 54375 Main Road vs roger.richertCc a 1 80UthOl .nv.US P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1(c1Tit Date: /1 - c ,Company Name: pc ;-i � ,� �tsi C�-r i�•c c. 7c Name: - Ti - - - --- y License No.: 3 yo q i Address: 13-1f) 5 j0 ;607 '0 91/ 0.Phone No.: f T_ `h,21 JOBSITE INFORMATION: (*Indicates required information) Name: 67411Q-11 149 .._ . xiew S vpcoc K Gv/ATE71- �2 f *Address: (,Sb I Rc i acvr /V C S r- k `Cross Street: *Phone No.: 176 j 9)9-4 Permit No.: 3o! 9T Tax Map District: 1000 Section: 117 Block: $ Lot: ,- *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1,2000 eS vt4 .- x s0 9 . 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S . ,.. yx. 4 1111111111(1111111111111111 111ff 1111111111 11111 1111 1111 I IIIIII IIIIUII(I 1111 I II SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 09/06/2013 Number of Pages: 11 - At: 02:31:11 PM Receipt Number : 13-0112505 TRANSFER TAX NUMBER: 13-03545 LIBER: D00012743 PAGE: 316 District: Section: Block: Lot: 1000 117.00 08.00 018.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $0.00 YES Handling $0.00 YES COE $0.00 YES NYS SRCHG $0.00 YES TP-584 $0.00 YES Notation $0.00 YES Cert.Copies $0.00 YES RPT $0.00 YES Transfer tax $0.00 YES Comm.Pres $0.00 YES Fees Paid $0.00 TRANSFER TAX NUMBER: 13-03545 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerks Suffolk County J 1 2I J I RECORDED Number of pages 2013 Sep 06 02;31:31 n1 JUDITH t, MULE CLERK OF This document will be public SU LF L 1.orj0000(2r74 v 13 record.Please remove all P 316 Social Security Numbers DT;: 13-03545 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee _ y Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. (On CV___ ���;, Dual Town Dual County ^5 Held for Appointment rer Comm.of Ed. 5. 00 =•+ 4 Transfer Tax r P .„ Mansion Tax Affidavit, j '` -` The property covered by this mortgage is Certified Copy or will be improved by a one or two sj NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other ,r-- Grand Total >�i�/1M 1 1 If NO,see appropriate tax clause on 1 Li} page# of this instrument. • �L tititi rrr 11 Dist. 2565946 1000 11700 08001°10°18001 18 5 Community Preservation Fund Real Prope PTS 110111111111111111E11111111111111 Consideration Amount$ _ w Tax Service R LPA A Agency 06SEP-13 CPF Tax Due $ Verificatio Improved Satisfactions/Discharges/Releases List Property Owners Mailing Address 6 RECORD&RETURN TO: Vacant Land TD Wickham,Bressler&Geasa,P.C. P.O.Box 1424 TD Mattituck,New York 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk 71— Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.sutfolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Conservation Easement made by: (SPECIFY TYPE OF INSTRUMENT) New Suffolk Waterfront Fund,,Inc. The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold NYS Commissioner of the Office of Parks In the VILLAGE Recreation&Historic Preservation or HAMLET of New Suffolk BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) i New Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property EPF-E10025-L2 Office of Parks,Recreation and Historic Preservation EPF Conservation Easement ECL Article 49 CONSERVATION EASEMENT THIS DEED OF CONSERVATION EASEMENT,made this 1 day of T. u ' ,2013 between the New Suffolk Waterfront Fund,Inc.,having an address at 650 1st Street,PO Box 146,New Suffolk,New York 11956("Grantor"), and THE PEOPLE OF THE STATE OF NEW YORK,acting by and through the Commissioner of the Office of Parks,Recreation and Historic Preservation,Albany,NY 12238(for USPS postal mail),with offices at 625 Broadway,AIbany,NY 12207(for physical delivery),("Grantee"). WITNESSETH: WHEREAS,Grantor is the owner of all that certain real property located in New Suffolk,Town of Southold, County of Suffolk,New York,as more particularly described in Exhibit A attached hereto and made a part hereof(the"Protected Property");and WHEREAS,the Protected Property possesses significant recreational,scenic,historical,architectural and open space features and values;and WHEREAS,Grantor is,as of the date hereof,with the granting of this Conservation Easement,confirming its commitment to develop,maintain,operate and provide for the public's use and enjoyment a PARK PROJECT as defined in 9NYCRR 439.2m and 441.4b; and is agreeing to construct,develop,preserve and operate a park on the Protected Property as required.in 9NYCRR 441.4b;and WHEREAS,the State of New York has awarded.the Grantor a grant under the provisions of the Environmental Protection Act in connection with EPF Grant No.E10025 for the acquisition of the Protected Property;and WHEREAS,the Protected Property will be used as a public park which will include open space,picnic areas,beachfront area,waterfront viewing area,fishing pier,submarinebase memorial,and historical areas,among other amenities;and WHEREAS, Grantor has agreed to place restrictions on the Protected Property as part of its transaction with Grantee,while retaining the use of the Protected Property as a public park as defined above;and WHEREAS,the State of New York has enacted Article 49,Title 3 of the Environmental Conservation Law (as the same may be amended, "Article 49")to provide for the limitation and restriction of development, management and use of real property by Conservation Easement; NOW,THEREFORE,in consideration of the facts above recited and of the mutual covenants,terms, conditions and restrictions herein contained and other•good and valuable consideration,Grantor does hereby grant and convey to Grantee,its•successors and assigns forever,a Conservation Easement pursuant to Article 49,in perpetuity consisting of the terms,covenants and obligations on Grantor's part to be observed and performed and Grantee's rights to monitor and enforce same,all as:hereinafter set forth,over and across the Protected Property (the"Easement"). 1. Purpose.The purpose of this Easement is to grant to Grantee certain rights to restrict the use and development of the Protected Property to protect in perpetuity the use of the Protected Property for the purpose of providing waterfront open space for public access and use,and through such protection, enhance,preserve and protect said Park for the use and enjoyment of the public. New Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property EPF-E10025-I12 2. Prohibited Uses and Practices. The following uses and practices are inconsistent with the purpose of this Easement and shall be prohibited upon or within the Protected Property,except to the extent permitted by Paragraph 4 hereof: (a) Any commercial,industrial or residential uses of the Protected Property,except as expressly permitted herein. (b) The division or subdivision of the Protected Property. (c) The construction, erection,maintenance or replacement of any buildings,roads,roadways,signs(other than informational or directional signs),billboards,satellite dishes,fences,docks or other structures or improvements of any kind or nature whatsoever on or over the Protected Property except solely the Permitted Improvements(as defined in subparagraph 4(a)hereof). (d) The dumping or storage of ashes,trash,waste,garbage and sawdust on any portion of the Protected Property,except such storage of the aforementioned material as may be normally and reasonably incidental to uses permitted hereunder. No chemical wastes or other hazardous waste materials may be dumped or stored on the protected property. (e) Dredging,mining,excavation,filling or other use of the Protected Property,which is detrimental to drainage,water quality,flood control or the fish and wildlife attributes of the Protected Property; subject,however,to Grantor's right to build,install,maintain,repair and replace the Permitted Improvements in accordance with the provisions hereof and all applicable laws and governmental regulations. (f) Disturbances of the Protected Property's surface topography,including but not limited to filling, excavation,grading,removal of topsoil,sand,gravel,rocks or minerals,or changing of the topography of the land in any manner except as may be reasonably necessary for the construction,erection, installation,maintenance or replacement of any of the permitted Improvements in accordance with the terms hereof or as may be normally and reasonably incidental to any of the uses of the Protected Property expressly permitted hereby. (g) The use of toxic chemicals,including,without limitation,pesticides and herbicides,on the Protected Property,except in connection with interior operation and maintenance of the Permitted Improvements or as permitted by the Office of Parks,Recreation and Historic Preservation("OPRHP")and the Department of Environmental Conservation("DEC")or any other governmental agency having jurisdiction over the Protected Property and in accordance with all applicable governmental laws and regulations. (h) Except as may be required for emergency purposes or for necessary management actions of Grantee or Grantor or for the construction and maintenance Of the Permitted Improvements,the use of off-road motorized vehicles other than on the roads on the Protected Property,including,without limitation, automobiles,all terrain vehicles and motorcycles. 3. Affirmative Rights Conveyed. (a) Grantee and its duly authorized representatives shall have the right to enter the Protected Property at reasonable Hines,for inspection purposes as contained in Paragraph 6. (b) Grantee shall have the right to review and approve any plans for development,construction or installation of structures or improvements on the Protected Property. 4. Retained Rights of Grantor.Subject to the purpose and provisions of this Easement,including,without limitation,the provisions of Paragraphs 2 and 3 hereof,Grantor reserves and retains all customary rights of ownership in the Protected Property,to the extent such rights are exercised in a manner which is not inconsistent with the use of the premises as a public park,including,but not limited to: r New Suffolk Waterfront Fund,Inc. - Acquisition of Waterfront Property EPF-E10025-L2 (a) The right to renovate,repair and maintain the following existing structures and facilities,as Permitted Improvements,in order to enhance the premises for use as a public park:- . (1) Bulkhead structures,groins,revetments,and associated, decking,pilings,docks,ramps,small equipment storage,and fencing,including replacement thereof;and installation of accessory lighting,electric,water and other appropriate utilities,and provision for signage for safety precaution. • (b) The right to construct,instaII and maintain the following Permitted Improvements as enhancements to the Protected Property for use as a public park: (1) Parking areas,with associated utilities,fencing,signage,landscaping and drainage; (2) Upon review and approval by Grantee,as evidenced by a letter signed by the Commissioner or her delegate,underground sanitary facilities and underground drainage structures,and expansion thereof as necessary to comply with applicable regulatory provisions in connection with the use of the structures serviced thereby within the Property and adjoining property of the Grantor,and necessary fill and grading to properly install same in accordance with applicable Health Department regulations.It is expressly understood that all sanitary facilities constructed on premises will be completely underground and will not interfere with the recreational use of the premises. (c) Subject to approval by the Grantee,as evidenced by a letter signed by the Commissioner or her delegate,additional recreational,cultural and support facilities consistent with the use and enjoyment of the Protected Property as a public park. The construction,repair and maintenance of any Permitted Improvement shall be undertaken in a way which mitigates,to the greatest extent practicable,any effects on any stream,wetland,pond,lake or other body of water located within 100 feet of such improvement. (d) The right to manage and improve the land and vegetation by landscaping,including planting, cultivation,trimming and removal of grass,trees,shrubs and flowers for the purpose of enhancing the Protected Property as a public park. (e) The right to include the area of the Protected Property for computation of density in connection with proposed improvements and uses on the remainder of the Grantor's adjoining property,for purposes of the Suffolk County Dept of Health Services codes and regulations and the Southold Town Zoning Code provided,however, that no construction needed for compliance with the code take place on the protected property beyond that which is permitted under this easement. 5. Public Access. There shall be public access to the Protected Property,except that access to those areas customarily used for administrative,maintenance,safety and public health purposes,may be restricted. Grantor may promulgate rules and regulations regarding hours of use for the public. 6. Inspection. Grantee and its duly authorized agents,employees and representatives shall have the right to enter the Protected Property upon reasonable notice to Grantor,at such times during normal business hours and in such manner as will not unreasonably interfere with Grantor's use of the Protected Property in accordance with this Easement,to examine and inspect the Protected Property-to ensure there are no violations,breaches or defaults of any term,provision,covenant or obligation on Grantor's part to be observed or performed under this-Easement:• • - 7. Enforcement Rights of Grantee. Grantor acknowledges and agrees that Grantee's remedies at law for any violation of this Easement are inadequate. Therefore,in addition to,and not in limitation of,any other rights of Grantee hereunder or at law or in equity,in the event any breach, default or violation of any term, New Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property z EPF E10025-L2 provision,covenant or obligation on Grantor's part to beobserved or performed pursuant to this Easement is not cured by Grantor within 30 days notice thereof by Grantee(which notice requirement is expressly waived by Grantor with respect to any such breach,default or violation which requires immediate action to protect the purpose of this Easement)Grantee shall have the right(a)to institute a suit to enjoin or cure such breach, default or violation by temporary and/or permanent injunction,or(b)to seek or enforce such other legal and/or equitable relief or remedies as Grantee deems necessary or desirable to ensure compliance with the terms,conditions,covenants,obligations and purpose of this Easement;provided, however, that any failure,delay or election to so act by Grantee shall not be deemed to be a waiver or a forfeiture of any right or available remedy on Grantee's part with respect to such breach,default or violation or with respect to any other breach,default or violation of any term,condition,covenant or obligation under this Easement. 8. Baseline Data. In order to establish the present uses and condition of the Protected Property so as to be able to properly monitor its future uses and condition and assure compliance with the terms hereof, Grantor will make available to Grantee existing documentation in its possession of the natural condition of the Protected Property and Grantee has caused to be prepared'such additional documentation deemed appropriate by Grantee,including a survey of the Protected Property showing its relationship to adjacent features and properties,and on-site photographs. The aforementioned documentation shall constitute an inventory of the Protected Property's relevant features and conditions(the"Baseline Data"). The Baseline Data shall be kept on file at Grantee's offices and shall be accessible to Grantor upon reasonable notice during normal business hours. The parties acknowledge and agree that in the event a controversy arises with respect to the nature and extent of the present uses or condition of the Protected Property,the parties shall not be foreclosed from utilizing all other relevant or material documents,surveys,reports,and other evidence to assist in the resolution of the controversy. To the extent Grantor and Grantee have initialed the Baseline Data,such Baseline Data shall be presumed-to be a correct depiction of the Protected Property as of the date hereof. 9. Grant in Perpetuity. (a) The provisions of this Easement shall run with and be a burden upon the Protected Property in perpetuity and shall be binding on Grantor and Grantee and their respective successors and assigns, and any party entitled to possession or use of the Protected Property while such party is entitled to such possession or use. Any successor or assign of Grantee shall be a.qualified organization within the meaning of Article 49 and shall expressly assume the obligation to carry out the conservation purpose for which this Easement is granted and the other obligations of Grantee hereunder. (b) If Grantee or any successor or assign ceases or fails(i)to enforce this Easement, (ii)to exist,or(iii) to be a Qualified Organization,and upon the occurrence of such event,fails to assign all its rights and interest in the Protected Property,and delegate all its responsibilities under this Easement to a Qualified Organization,then the rights and interest of Grantee under this Easement shall be vested in another Qualified Organization in accordance with a cypres proceeding of a court of competent jurisdiction. 10. Amendment. This Easement can be modified only in accordance with the common and statutory Iaw of the State of New York applicable to the modification of easements or covenants running with the land. Grantor and Grantee recognize that circumstances could arise which would justify the modification of certain of the restrictions contained in this Easement including requirements imposed on Grantor pursuant to licensing procedures or any authorized governmental licensing or permitting agency.To this end, Grantee and Grantor shall mutually have the right, in their sole discretion,to agree to amendments to this V Nevi;Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property • EPF-El 0025-L2 • Easement which are hot inconsistent with the purpose of the Easement provided,however,that the parties shall have no right or power to agree to any amendments hereto that would result in this Easement failing to qualify as a valid conservation easement-under Article 49,any regulation issued pursuant thereto, and provided further that Grantee shall agree to the modification of this Easement to conform to such licensing procedures or any other authorized governmental licensing or permitting agency. 11. Notice. All notices required by this instrument must be in writing, and must be personally delivered or deposited in a mail receptacle maintained by the United States Postal Service.A mailed notice must be contained in an accurately addressed,sealed.,envelope,marked for delivery by first class registered or certified mail,with sufficient prepaid postage affixed and with return receipt requested. Notices to Grantor and Grantee shall-be addressed to their respective addresses as set forth above,or to such other addresses as they may designate by notice given in accordance with this Paragraph and to either of their attorneys as they may from time to time designate by notice given in accordance with this Paragraph. Notice shall be deemed given and received as of the date of its personal delivery or the date of its mailing in accordance with this Paragraph. 12. Cooperation Agreement. Grantor and Grantee agree to cooperate to comply with the provisions of Article 49,and•the Regulations promulgated pursuant thereto,so that this Easement will qualify, as a perpetual conservation restriction,thereunder., 13. Indemnification of Grantee. Grantor agrees that Grantee has no affirmative obligation relating to maintenance of the Property. Grantor further agrees that Grantee has no responsibility relating to costs, claims or liability arising from personal injury,accidents,negligence,or damage to Property resulting from public or private use of the Property allowed by,arising out of,or resulting from this Easement. Grantor shall indemnify,hold harmless,defend and reimburse the Grantee from and against any and all,claims, actions,suits,damages,liabilities,penalties,costs or expenses,including reasonable attorneys'fees,of any kind or nature whatsoever on account of injuries to or death of any person or damage to any property arising out of Grantee's ownership of this Conservation Easement. 14. Grantor's Title. Grantor represents and warrants to Grantee(a)that Grantor is seized of the Protected Property in fee simple,and(b)that Grantor possessesfull corporate right andauthority to grant and convey this Easement pursuant to this instrument. 15. Grantee's Representations. Grantee represents and warrants that Grantee is a Qualified Organization. 16. Further Conveyance By Grantor. (a) The Grantor shall not sell,dispose or use the Protected Property acquired hereunder for other than public park purposes without the prior written approval of the Commissioner,and the express authority of an act of the Legislature as provided in 9NYCRR 441.5. (b) (Municipalities)The Grantor Municipality shall not restrict the use of or access to the Protected Property by non residents of the municipality or impose a fee for such use without prior written approval of the Commissioner of Parks,.Recreation and Historic Preservation. 17. Miscellaneous. (a) This Easement shall be binding on the parties and their respective successors and assigns. The terms "Grantor" and "Grantee", wherever used herein,and any pronouns used in place thereof,shall mean and include their respective successors and assigns. New Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property ° EPF-E10025-L2 (b) If any provision of'this Easement or the application thereof to any person or circumstance is found to he invalid,the remainder of the provisions of this Easement and the application of such provisions to persons or circumstances other than those as to which it is found to be invalid shall not be affected thereby. (c) In enforcing its rights hereunder with respect to a breach,default or violation of this Easement, Grantee shall take into account the reasonableness of requiring Grantor to cure the same and the time required to restore the Protected Property under the relevant circumstances,including but not limited to the season of the year and the accessibility of the protected Property to Grantor. (d) All captions set forth herein are for convenience of reference only,and shall in no event be construed to limit,enlarge or modify any substantive provision of this Easement. (e) References herein to specific actions required or permitted to be undertaken by OPRHP and DEC hereunder shall in no way be deemed to waive or limit the regulatory authority or jurisdiction which OPRHP or DEC otherwise have or shall have(independently of the provisions of this Easement). IN WITNESS WHEREOF,Grantor has executed and delivered this Deed of Conservation Easement as of the date first set forth above. • New Suffolk Waterfront Fund,Inc. By: S)("teli'UtIJL 6A Lhl;L/ Barbara Schnitzler Chairwoman Acknowledged and Accepted: The People of the State of New York,acting by and through their Commissioner of Parks,Recreation and Historic Preservation ' By: MY`€ C -�G%(JA-' Carol Clark Deputy Commissioner for Real Property and Legislative Affairs DEPARTMENT OF LAW APPROVAL Date: New Suffolk Waterfront Fund,Inc. STATE OF NEW YORK ) )SS.: County of SUFFOLK ) On the day of in the year 2013, before me,the undersigned,personally appeared Barbara Schnitzler,personallkno:Wr&oe or proved to me on the basis of satisfactory evidence to be the individual( whose name(s)is(are)•siibscribed to the within instrument and acknowledged to me that she executed the same in her capacity(ies),and that by her signature(s)on the instrument, the individual(s),or the person upon behalf of which the individuals)acted,executed the instrument. //' ABIGAIL A.WICKHAM I.� Iii ����iii/ Notary Public,State of New York No. 52-4642871 Notar •Public,State of New York •Qualified in Suffolk County C2nmmiscinn n cnirss SAnt_SO.20 • New.Suffolk Waterfront Fund,.Inc. Acquisftion of Waterfront Property EPF-E10025--L2 . Office of Parks,Recreation and Historic Preservation STATE OF NEW YORK ) 11e )SS.: County of ' ) On the St day of Vittt in the year 2013,before me,the undersigned,personally appeared Carol Clark, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged°to me that she executed the same in her capacity, and that by her signature on the instrument,the individual,or theperson u behalf of which the.ndvirdual acted, executed the instrument. Notary Public,State of New York Record and Return to: COLLEEN MCALLISTER Beatrice Gamache NOTARY PUBLIC-STATE OF NEW YORK Grants Office No. 01 MC6174218 NYS OPRHP QuatIfled In Saratoga County Albany,NY 12238 My CommIsalon Expires 5ep3s+nber 17,2t'35 - New Suffolk Waterfront Fund,Inc. Acquisition of Waterfront Property EPF-E10025-L2 • EXHIBIT A Description:New York State Parks,Recreation&Historic Preservation Easement Area ALL that certain plot,piece or parcel of land situate,lying and being at New Suffolk,Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point On the easterly side of First Street distant 177.54 feet northerly from the corner formed by the easterly side of First Street and the northerly side of Main Street; RUNNING THENCE North 06 degrees 54 minutes 30 seconds East,45.00 feet along the easterly side of First Street; • THENCE South 83,degrees 47 minutes 30 seconds East,60.00 feet; THENCE South 06 degrees 54 minutes 30,seconds West, 150.58 feet; THENCE South 83 degrees 45 minutes 00 seconds East,241.03 feet to the face of a bulkhead and the high water Iine of Cutchogue Harbor; THENCE along the face of a bulkhead and high water line of Cutchogue Harbor the following five(5)courses and distances: 1) South 28 degrees 59 minutes 55 seconds East,37.42 feet; 2) South 32 degrees 15 minutes 54 seconds East,9.16 feet; • 3) South 22 degrees 14 minutes 14 seconds East, 11.26 feet; 4) North 89 degrees 51 minutes 08 seconds East, 14.84 feet; 5) South 28 degrees 55 minutes 00 seconds East,33.09 feet to the high water line of Cutchogue Harbor on a stone jetty; THENCE the following eight(8)tie line courses and distances along the high water line of Cutchogue Harbor,ori and through a stone jetty: 1) South 81 degrees 48 minutes 54 seconds East,20.94 feet;, 2) South 79 degrees 10 minutes 39 seconds East,22.67 feet; 3) South 84 degrees 08 minutes 06 seconds East,45.08 feet; 4) South 81 degrees 15 minutes 12 seconds East,21.64 feet; 5) South 74 degrees 46 minutes 36 seconds East,62.60 feet; 6) South 4 degrees 11 minutes 29 seconds East 33.72 feet; 7) North 88 degrees 44 minutes 33 seconds West 176.52 feet; 8) North 63 degrees 27 minutes 30 seconds West 31.27 feet; CONTINUING THENCE along the high water line of Cutchogue Harbor the following two(2) tie line courses and distances: 1) South 47 degrees 05 minutes 00 seconds West,73.61 feet;and 2) South 37 degrees 54 minutes 57 seconds West,27.65 feet; THENCE North 32 degrees 45 minutes 00 seconds West, 108.70 feet to the southeasterly terminus of Main Street; THENCE North 06 degrees i min,at a nn no,.,...a.,r:.,_. �„ �„ _ . - New Suffolk Waterfront Fund,Inc. • " Acquisition of Waterfront Property BPF-E10025-L2 the northeasterly terminus of Main Street; THENCE North 83 degrees 45 minutes 00 seconds West, 172.94 feet along the northerly side of Main Street; THENCE North 06 degrees 54 minutes 30 second East, 177.55 feet; THENCE North 83 degrees 47 minutes 30 seconds West,20.00 feet to the easterly side of First Street at the point or place of BEGINNING. • Containing 51,993 Square feet to high water line described in Liber 12646 Page 869. • Reference SCTM: 1000-117-08-18(plo) Being and intending to grant a conservation easement over the aforesaid portion of the premises acquired by the Grantor by deed from Peconic Land Trust Incorporated dated December 17,2010,and recorded December 23, 2010 in the Suffolk County Clerk's Office in Liber 12646 of deeds at page 869. rf uu jf 'f J • .3'r 't• 1.3t7 e ay s° i• • -ti: • • h TJX ,,,,..— ............. b,. jt••'•��.v.� 1'��t6'Fir. 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J � �� 1 itk-Ke}��`l; Congratulations on a Job Well (Done.6 giC . livmt)� ;f \--,,,t<1,4,,,-- A (0 r:------ful ( i v 1 C 4 , (` d% F- I �84Tracey J.Puller Vice President-General Manager Kevin R.Mussack Vice President-Technical Instruction (t r,,-, \,{� 1 1 iiti ` gi.4/111 ' ` "';,�` Heiser BHC,LLC.•35 North Street,Suite 50CanandiaNewyork 14424 /, �fir��4) \Orex11. uow g vileiser `��if&-.--cx ��. `` 1)/ y - arsr ,, , j ,, \\ i t o s i s r i c s kr.,ti /l(��,�y�-�"'a,�:�(�), :n; 1 (�1 ��� =!. '�,- - 11G�- -�'1i� �' �,�.`��.< ���:. __�,i�;��- �� ,i - `�, �- � y�: .`�1 ;�-_-j `� r ��- Imo], � (: , '�'. 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"..✓' - �--- __`"t•.,• . -----,• `-- 'Si .4-------_,-.,- -,----- .,'..m'�` `-- — ^'ate„ =t -.,,...� -.� G.�.,.""'_•-'--••� ...'. ,----.."-----=-..;.7:7---.-----,- -,----, --"....2....- .-,. .......� _--... 7'..�- ' �"� ... :�._=--�- /.�- .ti-�.��-.... ...;�'•»_®ms's.i, J) OP ID: KL ACOR ° DATE(MM/DD/YYY1() CERTIFICATE OF LIABILITY INSURANCE 12/11/2015 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies t ay'dquire an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). � „ PRODUCER y CONTACT Hometown Insurance of LI,Inc 'NAME: Weber Agency (ac°ONd.Ext):631-5674011 iac,No):631-589-4207 5 Orville Drive;Suite 400 E-MAIL Bohemia,NY 11716 ADDRESS: PRODUCER Diane Setter ANDER-1 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Suffolk Fire,Inc.DBA INSURER A:Arch Insurance Co. Anderson Fire Equipment Inc. 9O'Neil Avenue INSURER B Bay Shore,NY 11706 INSURER C: INSURER D: INSURER E: INSURER F: 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 DDL SUBR\ . POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MMIDDIYYYY) (MM/DD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY MFPK07327903 04/24/2015 04/24/2016 pREM SES(Ea oaxr encs) $ 100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 X ADDITIONAL INSD PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 Xl POLICY n jE8-F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (PER ACCIDENT) NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ E yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) Proof of Insurance CERTIFICATE HOLDER CANCELLATION TOWNOI4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route h2ACCORDANCE WITH THE POLICY PROVISIONS. 54375P.O.Box 1169 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone (631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113268460 SUFFOLK FIRE INC T/A ANDERSON FIRE EQUIPMENT CO 9 ONEIL AVE BAY SHORE NY 11706 POLICYHOLDER CERTIFICATE HOLDER SUFFOLK FIRE INC T/A TOWN OF SOUTHOLD ANDERSON FIRE EQUIPMENT CO 54375 ROUTE 25 9 ONEIL AVE PO BOX 1169 BAY SHORE NY 11706 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 1723 238-2 150283 10/29/2015 TO 10/29/2016 12/11/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 723 238-2 UNTIL 10/29/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FORWORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/29/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PATRICK TURRO(PRESIDENT)OF A ONE PERSON CORPORATION 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 et3I-"';'`AtL- DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:l/www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:997589177 U-26.3 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE)UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured SUFFOLK FIRE INC (631)665-6862 dba ANDERSON FIRE EQUIPTMENT Ic:NYS Unemployment Insurance Employer Registration 9 ONEILL AVE Number ofhnsured BAY SHORE, NY 11706 Id.Federal Employer Identification Number of Instated or Social Secririty Nismbet 113-26-8460 2 Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of entity listed iII box"la": PO BOX 1169 DBL 5853 65 - 1 SOUTHOLD, NY 11971 3c.Policy effective period. 10/02/2015 to 10/02/2016 4 iuP 1 cy covers: a.Eci All of the employer's employees eligible under the New York Disability Benefits Law b.Q Only the following class or classes of the onnployees employees: Under penalty of perjmy.I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above. and that the assisted instned has NYS Disability Benefits insurance coverage as described above. Date Signed 12/11/2015 By Joseph J. M asi (Signature of insure r ate co rner's a utho nzed rep,ese rtet we of NYS Lice reed i rsura rce Dent of that insurance rat rrier) Telephone Number (866)697-4332 Title Director of Disability Benefits Insurance IMPORTANT: If bore"4a"is checked.and this form is signed by the insurance carrier's authorized representative or NYS Licensed Itustuattce Agent of that carrier.this certificate is COMPLETE. Mail it directly to the certificate holder. If box is checked.this ccitificate is NOT COMPLETE far proposes of Section 220.Subd.8 alike Disability Benefits Law. It must be mailed for completion to the Workers'Compensation Board.011 Plans Acceptance Unit.20 Park Street.Albany.New York 12207. PART 2.To be completed by NYS Workers'Compensation Board(Only If box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Boars! According to isfonnatiou nraiutaaned by the NYS Workers'Compensation Board.the above-stained employer has complied with the NYS Disability Benefits Law with respect to all of hisiher employees. Date SignedBy. (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance caniers licensed to write NYS disability benefits-insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(5-06) Certificate Number 352514 Additional Instructions for Form IAB-120.1 By signing this form,the insurance carrier identified in box"3" on this form is certifying that it is insuring the business referenced in box"la" for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Ceri irate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in box "3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continue;to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory-coverage requirements of the New York State Disability Benefits Law DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board. commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a than satisfactory to the chair. that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein. however, shall be construed as creating any liability on the part of such state or municipal department. board, commission or office to pay any disability benefits to any such employee if so,employed. (b) The head of a state or municipal department. board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract. shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair. that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06)Reverse DAYTON MODEL# KITCHEN CONSTRUCTION (C) 1�" SERVICE SWITCH 4YY18 ' NON combustible (Masonry) ._KAI views to be the following scale:Y4 -1 -O" XDimensions UNl EMPERED MAKEUP XFIRE RATED WALLS - 2HRS NEW KITCHEN _Existing Kitchen AIR FAN 4400 CFM (4400 ` - XLimited Combustible-(S/rock-metalstud) _Combustible-(S/rock-wood studs) CFM _Existing 1 Hr. ok _Special Sprinkler Installation- 1 Hr. OK MUA LOUVE' HINGE KIT �S.OPENING PROTECTIVE (1 1/2HR)-(Self closing, self latching,fire rated door assembly) __Special Sprinkler Installation- 3/4 hr. ok , „ ae GREASE TRAP 4 -0 —OK WITHOUT OPENING Protectives if all of the following complyI I I •�Draft Curtain 24" H.T.(NL/LC) i-Hds/Aes »Special Sprinkler Installation ;r--ROOF CURBf •••Exit at grade - OR - Sprinkler heads within 24-of draft curtain 60' apart kitchen safe PITCHED ROOF 9 N ? `I`, XCooking Equipment in the Kitchen Cooking Equipment at the front counter __Cooking Equipment in the Dining Room11 N -- -1/2" HEAVY DUTY KINDORF FASTENED _Cooking Equipment in the Mobile Unit(d) —Cooking Equipment in a concession stand (d) _Pizza Oven (d) N FIRE WRAP I- TO WOOD JOISTS. (TYP FOR 2) HOOD Exhaust CFM- Mtfdium Duty (d) XExhaust CFM- Medium Duty (d) _Exhaust CFM- Extra Heavy Duty (d) _ _ !T- 1fi GA. WELDED Y2" THREADED HANGING ROD FOR (hot top, griddle, fryers, pizza, rotisseries) (range, wok, gas/elect. broilers) (Solid fuel char broilers) ATTIC TO SPACE I BLACK IRON DUCT. HOOD SUPPORT. (TYP FOR 6.) WallLinear Ft x300);-Island Linear Ft x500) (Wall-Linear Ft x400),(S-Island Linear Ft x600) (Wall-Linear Ft x550),(S-Island Linear Ft x700) XX - Liquid tight external weld 12' max hood length per exhaust riser (d) X18 ga. steel or 20 ga. stainless CEILING XSupply air 59/so approx. replacement (d) _Supply air 10 dg difference except for A/C (d) _Supply air hood damper (286 deg. max) - ® — __-_ _ _ 2'-10"-I _Clearance 3" to Combustibles, Including 1" mineral wool (insulate the combustible not the hood) XClearance 3" to Limited Combustibles (d)_Cleorance 0" to Non Combustibles -k— XCHAR BROILERS -- 4" MIN to hood _Solid fuel to have spark arrestors (d) _Insulation - max Flanne Spread Rating 25/x XFRYER - 16 inch space to flame producing appliance or 16" high steel baffle _Solid Fuel- under separate hood10'-8" / XFlLTERS to heat source 18" minimum XTo flue 6 inch minimum (uprights, rotisseries, ovens, etc.) leI X6" overhang on all sides X7 ft. maximum off floor X24 inch minimum all sides _LISTEN HOOD installed in accordance with terms of its listing XElect. wire in conduit or EMT SALAMANDER / E)" HEAT SENSOR KIT _Manufacturer _Exhaust CFM XClearance (Hood bottom to app. top) _Model _Supply CFM XMaximum cooking surface temperature FOR AUTOMATIC HOOD START. DUCTS XAIRFLOW 1500 ft/minute minimum X16 ga. steel or 18 go. stainless XField welds to be Bell or Telescoping (d) 36X27 24X27 FIAT 24X27 CHAR FRYER FRYER XDimension (LxWxHI) Horizontal duct travels less tha 75 ft (d) XDuct connections to have flush bottoms (d) 6-BURNER .X.Duct exits bldg. directlly as possible (d) XNo exhaust dampers used XDuct pitched back to hood to collect grease GRIDDLE GRIM 16X21 16X21 .]LLiquid tight external weld _Shall not pass thru fire walls XNot insulated untilll inspected RANGE XDucts not shared by other systems Clearance 3" minimun to combustibles, including 1" mineral wool, (insulate the combustible not the hood) fJ/., N E fl XClearance 3" to Limited Combustibles Clearance 0" to Non Combustibles (d) Sign - Access Panel - Do Not Obstruct FRONT VIEW /J �� y J� _ACCESS PANELS •- unobstructed _Within 3 ft of each side of an inline fan _At every direction of change t�„ , „ //� . TAC �j� _20 ft horizontally (d) _Duct secured to the building __EXTERIOR - Weatherproofed SCALE: Y4 =1 -0 / __Access door at vertical base \ (({{.0 s i \r ` jiM __ENCLOSURES- in bldg. more than 1 floor, from ceiling above hood or through any concealed spaces, ducts shall be enclosed. # a P _" a •••Penetrate floors and ceilings -6" duct to enclosure ,••Vented curb at roof DAYTON MODEL (r- I ��,f`,,'.?,-`v,ritJ y �LU� XThrough Penetration Fire Stop System as alternative to Enclosures with 6 inch airspace 4YY18l (— 1 Lit rl;; ,kJ;"l,-(g€ ,1 shall have a minimum of 3" inclusive airspace, depending on mfr. (d) ((f:4400 1 \\rr \ tit ai� w/ FAN �J/ \�F °775� �`, X.TERMINATES - at building exterior up and away from roof X40 inches from roof r , "- .+���� ._Fan hinges away from duct with hold open retainer & flexible 'waterproof cables XGrease drains bacik to trap at fan 1ST STREET ��i�Q XMinimum 10' to •air intakes, property lines, windows and doors or 3' vertical XSafe access area for servicing I v -'*� _Non-Combustible side wall fan termination ok, no opening 10' horizontal, down 32" vertical up, except char- broilers to be permitted (d) I ROOF --LL .-_,....-,........12/. <-C ,` CV X11 ALL-ISLAND BLOWER & SHEETMETAL IFl EXIT 1585C SMITHTOWN AVENUECEILING DINING ROOM 111 BOHEMIA, NY 11716 �AFFLE GREASE FILTERS (' PHONE: (631) 567-7070 CONTACT: MICHAEL HIGGINS I • 1 KITCHEN FAX: (631) 567-6505 LICENSE#: 01488 Y 42" X 3" WALL SPACER CONCRETE BOARD WALL NEW HOOD CASE'S PLACE _ COVERED WITH STAINLESS 7'-0" VI J iy STEEL. 650 1 ST STREET z DECK AREA NEW SUFFOLK, NY 11956 xQ is)mlr SCALE: DRAWN 13Y: SIDE VIEW RLOOR PLAN VIEW SCALE: NTS 4.7.16 SEE PLAN M.H. SCALE: Y4"=1'--0" 1 I I 0 Z W r 1.--1m 1 W 22"x12" DUCT W > o HOOD SEALS (TYP.) a P - 0 10'-8" HOOD--\ NL2D 0 2 f A M1°3°1-1— _ I• _ F W 0 E - HEAD F — - - - �- - - - ��j - 1---I�—fid a x�u� z 450' 1360' 450' 360' 360' - ° C a I_ o o zs g r �`r-NL1H L �NUH N VI �� Z L 0 1- -1 -1 I T- i T, O co I 320x18" I I I I I W g -' I SALAMANDER I JI I I I Cl- `` �_ Q PROTEX II I ♦ J �c 4► 4► �' �- SYSTEM I NL1H NL1H NL1H NL2H NL2H � LL - - — J ( N,11 Z �-FRYER J '~ -co "I NL1L NL1L NL1L GUARD 6" MIN. - a 1 U a Z RPSM = TO EDGE OF in o v = PULL iTi en U3 STATION " „ „ 24"x24" D ON m m BOTOH SIDES CD 3 W a 0 36 x28 24 x24 RADIANT L" a. a 1 GAS 6 BURNER FLAT GRIDDLE o - r��"'� • d VALVE RANGE CHAR- N o N o j`L , L GV yo L_EI BROILER $ 3 '-',S://j---Th ,p I- FLOOR - '` \, r�kt � Jv� ,4b - FRONT VIEW 1 ' ..,;_7:5:70, �� SCALE:3/s"=1'-0" c . ?7 5�� �C� FSSIONP� AES MANUFACTURER: COMPONENTS: NOTES: �8 oZ m mN PROTEX II : L3000 (1) L4600 L6000 PROTEX II L4600 x Fryers to have High Limit Control to shut off fuel at 425'. og < B oW =gZo Piping Material BLACK SCH 40 Max. Rise 10' MAX. FLOW POINTS = 15 (14 POINTS USED) x Detectors shall be located over every piece of equipment. om�03 (0WNR W W p g " MAX. PIPE VOLUME = 2600 x The System installed as per manufacturers specs and the AHJ. gw=w- P<E°B �LIW� Supply Pipe Size 3/8" Branch Pipe Size 3 8 wPIW o ., g _ MAX. VOLUME BETWEEN FIRST AND LAST NOZZLE 2000 x The System has been installed as per UL300. �= a �.x< o �e Gas Valve Type: MECH Size 1 1/4" Manufacturer HEISER x The following functions to operate upon system discharge: ogg15 1§§;g €ii' Detector Temperature Rating: . 360' & 450' L4600 4.6 GAL. CYLINDER * Supply air damper closes * Gas fuel shuts off in kitchen =oom�1s omW Hood Size: 10'-8" Duct Size: 22"x12" MB15 MOUNTING BRACKET * Exhaust fan remains on * Electric fuel shut off under hood • 5E''Ig ¢ Z.EW i'alN oWoS rFaoQ a z MBP2 MOUNTING BRACKET * All systems to activate simultaneously in same hazard area. gcaas zdR eiff. l 8108 EQUIPMENT TIP#/QTY.SURFACE NOZZLE LOCATIONS MCH2 MECH. CONTROL HEAD * Fire Alarm shall activate. QTY. AREA _ HEIGHTS NL1H NOZZLE x Manual Pull Station shall be located a minimum of 10 ft. from e DUCT 1 22"x12" If NL2D 1 0"-6" 0"-6" IN OPENING NL2H NOZZLE hood & a maximum of 20 ft. from hood and 4 ft from floor. ". PLENUM 1 10'-8" NL1H 2 0"-6" FROM END OF PLENUM NL1L NOZZLE x All fuel sources are GAS unless otherwise noted. ;° L.y n a 6 BURN. RANGE 1 36"x28" NL1L 3 13"-23 Yz" CENTER NL2D NOZZLE a) rn .•• RPSM PULL STATION 7 ^ r . SALAMANDER 1 32"x18" NL1L 1 - ABOVE GRATE FRONT EDGE 3234 FUSIBLE LINK 360' z ^ Z 0 FLAT GRIDDLE 1 24"x24" NL1H 1 24"-48" ABOVE ANY CORNER 3235 FUSIBLE LINK 450' ^CU - = . v RAD. CHAR BROILER 1 24"x24" NL1H 1 24"-48" CENTER 4125H 1 Y" GAS VALVE i uf. i�•l FRYER 2 14"x23" NL2H 2 24"-48" CENTER MSDPDT2 ELECT. SW. TWO SW. ASSBY. w C @ CO26 CO2 CARTRIDGE N m 90KBS CORNER PULLEY - �(1)I� Z ;1.1 = r ,, i V 2 CD > N v 6J • Z " A FIRE EXTINGUISHER WITH A MINIMUM RATING U ° M OF CLASS K MUST BE INSTALLED WITHIN THE 'j VICINITY OF THE COOKING AREA. i a I SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMENTS -- BUSINESS/JOB c �5� ham- /ST. S/B/L /1 7 _ P /7 DATE ( z — _ (4 Date Notes &Comment - 12-9's),4 ' .. —11 LLt( -r t, --- --;i }.i •S }r; -4 , ' ..b rv_ Li i 1 s r,. � ��'�' � .i �,a. r i .i�,,j. •ter_i , 1> C Yi. .��, A : . 41'.g _ —1 ." tea._. �, a'rIM��v l/ Sa.-.\.):.4. 4 m.-..f:...-","=;,1" l �„1' 3F -'4 «'� r�fit.}v, _ a x 1 Wit._ 1se‘...")"."Ca-_--.. '.‘...".e""-:.-'.f..-. s.'..t...r'r,,' .,, X 1 17v _s,„ C 1 ////////�—�+•//�� <\/�y�_ 3. ':-.''f,'"„`:', '---'- :" 1.. �^''} y as ._°u,^^.''a ';7Ys `.t ''i '" •.. ' yt 'tis ':f,4''''.1 ,:`. C:::i1-,.. (rD) ..: „,,_ .A., ,.„,,,.. ,,7.V;L.,.....4 .......,:,, ,, C 3 r tl• fl°'? FIRENOTES.docx j k-"? - r, a'A sc -r CALI A c3 _,?___, s $ 6/45 -- to -0 2S -4-0 z= Pf 46 -eKRA iv6g/h 7 77- 154 Ai° .. W, •SCliCA&C)AtT2- 1. (c'—q ""PL '' ',-3 L--- ,z7 A-2-- 6:1-cA.ao -Doi epc-c -cs' „_.___.__________-- -1) ,,\I 2 eis- = q. to-3 i D'f z t _6 9S is t 2 -1D = 27b tPc 1 . m .. .t4-2__ 9_A-L. J. �' 6--\-ck-ss---- x I'4 - /� �7 = 1=6 _`rte- \�`fi it t -i'-41 ' -7. -1- ' - rbPL t (S-C,S- ,d(-ct-= / Se/ . .30q1- 3 — 6.4qf 473 49#' — L b-, os �.- = 4`0 -- - b ��� 6_,, to — 3�1 1 � -g = 1414 .. bo-woc5 1 - - �� & Imo= IS---0 7 73 f'A ► 1 - i`1 -L ., -r- q = 9 q,* 1e° I , z�� 2&-h( C- 6T6Dv5 G ig`i ' Z 2 1 -�; Ili 41 Goo _ 2 --7)3(C)1It 2A-el ..=, 747 eP ct --r 2`jsC � 61 f ' .. ' COMcheck Software Version 4.0.1 :i Envelope Compliance Certificate ird, Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Location: Suffolk County, New York Climate Zone: 4a Project Type: Addition Vertical Glazing/Wall Area: 20% Construction Site: Owner/Agent: Designer/Contractor: i H � �SuPF ULA MARK SCHWARTZ,ARCHITECT • 835 1ST.STREET PO 933 I' NEW SUFFOLK, NY ���1 JTCHOGUE, NY Building Area Floor Area 1-Dining:bar lounge/leisure: Nonresidential 1733 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factory.) Perimeter Floor 1:Wood-Framed,[Bldg.Use 1-Dining:bar lounge/leisure] 1733 20.0 0.0 0.048 0.033 Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Dining:bar 1733 44.0 0.0 0.023 0.027 lounge/leisure] Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining:bar 1844 26.0 0.0 0.056 0.064 lounge/leisure] Window 1:Wood Frame,Pert.Specs.:Product ID ANDERSEN 400 181 SERIES,SHGC 0.32,[Bldg.Use 1-Dining:bar lounge/leisure](b) —' 0.290 0.380 Window 2:Wood Frame,Pert.Type:Energy code default,Single Pane, 130 Clear,SHGC 0.80,[Bldg.Use 1 -Dining:bar lounge/leisure] --- -' 0.950 0.380 Door 1:Wood,Swinging,[Bldg.Use 1-Dining:bar lounge/leisure] --- Door 2:Glass(>50%glazin NonmetalFrame, Door,Pert1 ..- 0.200 0.770 9)� Entrance 105 -"" 0.300 0.770 Specs.:Product ID ANDERSEN 400 SERIES,SHGC 0.24,[Bldg.Use 1 -Dining:bar lounge/leisure](b) Door 3:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1- Dining:bar lounge/leisure] 42 381 26.0 0.0•- 0.500 Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1-Dining:bar 0.6 4 lounge/leisure] Window 3:Wood Frame,Pert.Specs.:Product ID ANDERSEN 400 0.056 0.084 SERIES,SHGC 0.32,[Bldg.Use 1-Dining.;bar lounge/leisure](b) 18 -_ Door 4:Wood,Swinging, ld .Use 1-Dining:bar lounge/leisure] 0.290 0.380 [Bldg. 9 9 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements,y 0.280 �.s�o (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. 1 11 _,- 1 \ 7 ,II i t _i �I I Projectt EC 3 0 2015 Title: J Data filename: C:1Users\Drafting Station\Documents\COMcheck\GALLEY HO.cck ___ Report date: 12/29/15 BLDG DEPT Page 1 of r. TOM OF SDIJ HOLD • :--•1. 2.` .+;^'r:"` ` ++K; rYLC. ."� a„ T 1.r t. s F^t ?+.°y y'� ; :a �r^ n t F a % p x Y .' �k 3'ro- d .szsk •" L,S e 1 5+.� '�r,,.. fis �t; a, t att Tin nvelope-PASSES Design�.0 2�/p betterfthaOct ode ._.. .. „. ...._.� _i i.�?`�.', .� s.. �"� .:tom u'�{i+.}"._..::u�h.:n'rr4�.'.xv.'F;..*�:.-s.� „��S�3t,':la;:�.,a'�N'"•.hxu�,� ::�t��+�..�vi'ik?�:<....s°,.xu:2,,.3.+�.�:sw.Ah?`?'s? Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Jec#4.412-1- NamenAtexle Date s ANIT Report date: 12/29/15 ctTitle: Page 2 of 9 filename: C:\Users\Drafting Station\Documents\COMcheck\GALLEY HO.cck (-- 1___ , 11 — I &7' 05/12/2016 10:46:47 Event History Page 1 of 3 05/11/2016 to 05/12/2016 CS#1756937 to 1756937 Site# 441875 to 441875 Installing Co. to Primary Name to City to State to Secondary Sort Date Operator Zone Area State Event ID Zone Comment User Name User ID 330601 -1756937 05/11/2016 18:37 00 TY105-Test Expired OOS Cat.WEB 05/11/2016 17:11:07 3 1 R CIR110-RESTORE Fire Alarm *Test OOS 05/11/2016 17:11.04 3 1 R CIR373-RESTORE Fire Trouble *Test OOS ZONE 3 05/11/2016 17:11 00 3 1 T 01E373-Fire TROUBLE *Test OOS ZONE 3 y05/11/2016 17:11.00 971 1 A 01E912-Fire Alarm Silence *Test OOS �N05/11/2016 17:10 58 970 1 A CIE912-Fire Alarm Silence *Test OOS C 7 05/11/2016 17:09 35 3 1 A 01E110-FIRE ALARM *Test OOS J / > 05/11/2016 17:08 09 R321 1 A CIR321-RESTORE Trouble On Bell 1 *Test OOS 1 3 n / 05/11/2016 17 07 51 E321 1 T 01E321-TROUBLE on Bell 1 *Test OOS � 1 �� 05/11/2016 17.05 26 5 1 R CIR110-RESTORE Fre Alarm *Test OOS 05/11/2016 1705 24 970 1 A 01E912-Fire Alarm Silence *Test OOS / S 05/11/2016 17.04.32 5 1 A 01E110-FIRE ALARM *Test OOS .405 05/11/2016 17 00 44 16 1 R CIR110-RESTORE Fire Alarm *Test OOS 05/11/2016 17 00:26 970 1 A 01E912-Fire Alarm Silence *Test OOS 05/11/2016 17 00:17 16 1 A 01E110-FIRE ALARM *Test OOS 05/11/2016 16 59 57 16 1 R CIR110-RESTORE Fire Alarm *Test OOS 05/11/2016 1658 35 970 1 A 01E912-Fire Alarm Silence *Test OOS 05/11/2016 16.58.15 16 1 A 01E110-FIRE ALARM *Test OOS 05/11/2016 16:56.51 16 1 R CIR110-RESTORE Fire Alarm *Test OOS 05/11/2016 1656 39 3 1 R CIR373-RESTORE Fire Trouble *Test OOS ZONE 3 05/11/2016 16 56.35 3 1 T 01E373-Fire TROUBLE *Test OOS ZONE 3 05/11/2016 16:56:33 3 1 R CIR373-RESTORE Fire Trouble *Test OOS ZONE 3 05/11/2016 16 56.29 2 1 R CIR380-RESTORE Sensor Trouble *Test OOS ZONE 2 05/11/2016 16 5627 2 1 T 01E380-SENSOR TROUBLE *Test OOS ZONE 2 05/11/2016 16 56 23 3 1 T 01E373-Fire TROUBLE *Test OOS ZONE 3 05/11/2016 16:56:18 3 1 R CIR373-RESTORE Fire Trouble *Test OOS ZONE 3 05/11/2016 16.56 16 3 1 T 01E373-Fire TROUBLE *Test OOS ZONE 3 05/11/2016 16 56.12 3 1 R CIR373-RESTORE Fire Trouble *Test OOS ZONE 3 05/11/2016 16.56 00 3 1 T 01E373-Fire TROUBLE *Test OOS ZONE 3 05/11/2016 16.55 56 970 1 A 01E912-Fire Alarm Silence *Test OOS 05/11/2016 16.55 38 16 1 A 01E110-FIRE ALARM *Test OOS Page 1 of 05/12/2016 10:46:47 Event History Page 2 of 3 05/11/2016 to 05/12/2016 CS#1756937 to 1756937 Site# 441875 to 441875 Installing Co. to Primary Name to Crty to State to Secondary Sort Date Operator Zone Area State Event ID Zone Comment User Name User ID 330601 -1756937 05/11/2016 16:37:44 ONTEST-Placed On Test *Test Paul Romanelli Cat WEB OOS Cat WEB suffolkpaul Expires:05/11/201618 37.00 All Zones 05/11/2016 16:37:00 16 1 R CIR110-RESTORE Fire Alarm COS 05/11/2016 1636.54 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 16 36:48 16 1 A CIE110-FIRE ALARM OOS 05/11/2016 1636 31 3 1 R CIR373-RESTORE Fire Trouble OOS ZONE 3 05/11/2016 16:36 29 3 1 , T CIE373-Fire TROUBLE 00S ZONE 3 05/11/2016 16:36 21 3 1 R CIR373-RESTORE Fire Trouble OOS ZONE 3 05/11/2016 16:36:17 3 1 T CIE373-Fire TROUBLE OOS ZONE 3 05/11/2016 16:36:13 3 1 T CIE373-Fire TROUBLE OOS ZONE 3 05/11/2016 16:36:13 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 16:36:13 3 1 R CIR373-RESTORE Fire Trouble OOS ZONE 3 05/11/2016 16:36:01 16 1 A CIE110-FIRE ALARM OOS 05/11/2016 14:55:23 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone:0 05/11/2016 14:35:12 0E628 1 A CIE628-PROGRAM MODE EXIT 00S zone.0 05/11/2016 14:32:14 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone.0 05/11/2016 14.26:07 3 1 R CIR110-RESTORE Fire Alarm OOS 05/11/2016 14 25:51 3 1 R CIR373-RESTORE Fire Trouble OOS ZONE 3 05/11/2016 14 25 47 3 1 T CIE373-Fire TROUBLE OOS ZONE 3 05/11/2016 14 25:45 971 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 14:25:41 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 14:25:24 3 1 A CIE110-FIRE ALARM OOS 05/11/2016 14:23:28 R321 1 A CIR321-RESTORE Trouble On Bell 1 OOS 05/11/2016 14.12:21 E321 1 T CIE321-TROUBLE on Bell 1 OOS 05/11/2016 14.00:14 3 1 R CIR110-RESTORE Fre Alarm OOS 05/11/2016 13,59.44 3 1 R CIR373-RESTORE Fire Trouble OOS ZONE 3 05/11/2016 13.59:42 3 1 T CIE373-Fire TROUBLE OOS ZONE 3 05/11/2016 13:59 35 971 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 13:59:35 970 1 - A CIE912-Fire Alarm Silence OOS 05/11/2016 1359 27 3 1 A CIE110-FIRE ALARM OOS 05/11/2016 13:58:39 7 1 R CIR110-RESTORE Fire Alarm OOS 05/11/2016 13 58:37 970 1 A CIE912-Fire Alarm Silence OOS Page 2 of 05/12/2016 10:46:47 Event History Page 3 of 3 05/11/2016 to 05/12/2016 CS#1756937 to 1756937 Site# 441875 to 441875 Installing Co. to Primary Name to City to State to Secondary Sort Date Operator Zone Area State Event ID Zone Comment User Name User ID 330601 -1756937 05/11/2016 13.58.17 7 1 A CIE110-FIRE ALARM OOS 05/11/2016 13:57 34 4 1 R CIR110-RESTORE Fire Alarm OOS 05/11/2016 13 57:32 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 13:57.07 4 1 A CIE110-FIRE ALARM 005 05/11/2016 13:56.34 5 1 R CIR110-RESTORE Fire Alarm 005 05/11/2016 13 56 32 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 13:56:14 5 1 A CIE110-FIRE ALARM OOS 05/11/2016 13.55:46 6 1 R CIR110-RESTORE Fire Alarm OOS 05/11/2016 13:55:44 970 1 A CIE912-Fire Alarm Silence OOS 05/11/2016 13 55.14 6 1 A CIE110-FIRE ALARM OOS 05/11/2016 1333 34 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone'0 05/11/2016 13.09:29 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone 0 05/11/2016 12.01.02 E602 1 A CIE602-TIMER TEST OOS zone:0 05/11/2016 11 31 57 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone 0 0 05/11/2016 11 17 19 0E628 1 A CIE628-PROGRAM MODE EXIT OOS zone 0 05/11/2016 11.07.09 0E628 1 A CIE628-PROGRAM MODE EXIT 005 zone 0 Page 3 of I Vu fists per roll anv quantity 20 S-11177 8 x 100' 52 50 48 23 01 5 50 48 24 S-11178 10 x 100' 60 58 56 29 10 2 _h30 14 x 100' 60 58 55 27 S-11179 T2 x 100' 72 70 67 35JZ " 'Uoltie�i _ , 16x100' 66 4 64 61 3 6.1 _ 2 5 14632 16 x 100 y > ' 98 96 92 46 1 SG T �' 20 x 100' 78 74 71 40 S-11180 20 x 100' 121 117 112 58 r�q-�,i `` T711 i i 24 x 100' 93 0 t2 91 87 47 S-11181 24 x 100' 56 is„ " 145 140 135 69 , ---------------- _mss # 11176 32x 100' 142 138 134 71 1:178621 17861 32 x 100' 211 204 196 92 ' l4 56 '_n=- �x =1 860 40x 100' 187 182 175 1 77 '- K 'Y 40 x 100' 272s7 40 �; ==`� 262 252 115 , ' -" v SHIPS VIA VIA MOTOR FREIGHT ■SHIPS VIA MOTOR FREIGHT40 ` S REINFORCED iurains. n CED POLY SHEETING FIRE RETARDANT POLY SHEETING S31 56 �5=rtotect against rain, snow and ant - z ust Ne Flame-retard protection i _ y braska winds. 3 .= ,.. which pleases fire marshals. K "� ' * Create tempora walls, - `" temporary rrr= X� • Construct vapor barriers enclose construction sites or y ` NeY, between drywall t cover temp windows. andx.- y insulation or under9 ry ors. s: _r dry grains ationflo _= Waterproof, rot-proof and chemical resistant. ` S-20070-Tough scrim �- ^ " .vith Ingredient ? protects against tears - ' a 184. Reinforced scrim stops 4 `� and punctures. -- -punctures or tears. - °ria ; Punc 1 size for Bulk Bags. 6 MIL g 6MIL STANDARD Meets or exceeds NFPA 701 test,method 2 t 3a MODEL SIZE PRICE PER ROLL LBS./ MODEL SIZE ry r1 n safe.NSF certifted NO. W x L -PRICE PER ROLL LBS./ v x 1 2 4+ ROLL NO. W x L 1 2 4+ ROLL v=wT PRICE EACH S-17863 8 x 100' $79 $77 $73 15 1 3+ S-17864 10 x 100' 96 93 90 19 S-20069 20 x 100' $159 ( $154 $149 40 - �> Q $12 $11 S-20068 12 x 100' 105 101 97 24 Meets or exceeds NEPA 701 test,method 2 � 14 13 6MIL REINFORCED >;;�� , S-i 7865 20 x 100' 186 64 MODEL SIZE PRICE PER ROLL 58 180 i 73 38 NO. W x L LBS./ ter` 69 ■S-17866 40x 100' 356 344 332 76 1 2 4+ ROLL 623 S-20070 20 x 100' $244 ' ■SHIPS VIA MOTOR FREIGHT $236 $229% i 43 � ;leu,=1-800-295-510 UlINE - � _y shipping Supply Specialists 5 = -_ ` _ _ _ PHONE 1-800-295-5510 T43 _ ' 4 ' _ ✓ - _ ;,Nsr i__ »_mss: � ., ..,v, .�_ ,_ - -- `- Y" .,^3 - �' '• � 3" _--y-�� - _ -=-moi=_ - .- „-�-; - ',ca,.a : Citi - +% y- - - _t •f_i ' - nom- =` :f ,_ __.z ... ,- 'i±.,. _-�N;.< •a_-` - _ -sem. ;.,y -•-c�.,.� ��-T�=-.-c.. _ - `mac �s - � - - _ x�= ^-',�.,,°-�-'-�' .�:'�:�.�w '�,.�q-' ..,-v=f�:,y,'-� _.,,�s�''- s��-- _7?..� _ = - z .=r F'�^. " amu •,�"-` Yr.ice+^_"--•_•"moi -" ,,, Fos- ��.=' ��'%`_ ,.-.•�,_- ,_ � :�;�-�.;a--� _ �•,�...:_z�--.�,> `=�`�_•��•:r s y^:;a:'=,? "- o._ -• "�. 'a."'_ -,.a`.�i„o "x� - ��-'•�., ��'»"-'��F"-T=�:_e ��. ".-"`.'fix�=-�s�.�'"v_�".�r'L�,x��?�'=�^c� •'`�`'3`'%y - "P; -,. -=;.- =:rs-;�i.=s - =a':?4=' - "'.�,====3'?J�.= c'__ _ .' =.a r>< zt_s4= - Y:'=,.�'-s..- �A, ss .,,' a� `--•�.hT,v-`-'_..- _sem. '.. 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(631) 249-4900 NEW SUFFOLK, NY 11956 FARMINGDALE, NY 11735 Ship To: NEW SUFFOLK WATERFRONT FUND Instructions 650 1ST STREET EXTRA - FRP WHITE Ship Point Via Shipped Terms NEW SUFFOLK, NY 11956 MARJAM - MATTITUCK PICK UP INV 31 DUE30 Product UPC Quantity Quantity Quantity Qty. ' Unit Price Discount Amount Ln# And Description Item# Ordered B.O. Shipped UM Price UM Multiplier (Net) 1 FRPK48WF 00000 19 19 0 PCE 2.41800 SFT 0.00 0.00 KEMLITE 8' FRP WHITE F/R #85 CLASS A RATED 2 FRPKDBW 00000 12 0 12 PCE 3.52 PCE 0.00 42.24 K 8' FRP DIVIDER WHITE KEMLITE 3 FRPKICW 00000 8 0 8 PCE 3.37 PCE 0.00 26.96 K 8' FRP IN CORNR WHITE KEMLITE 4 FRPKOCW 00000 5 0 5 PCE 3.37 PCE 0.00 16.85 K 8' FRP OUT CRNR WHITE KEMLITE 5 FRPKDBW10 00000 1 1 0 PCE 4.44 PCE 0.00 0.00 K 10' FRP DIVIDER WHITE KEMLITE 7 MAPECO901 00000 4 0 _ _ 4 PAIL 47.95 PAIL 0.00 191.80 - MAPEI ECO901 FRP ADH 4gal ADHESIVE 8 frpm410wf 00000 5 5 0 PCE 2.33900 SFT 0.00 0.00 MARLITE 10' FRP WHITE FR CLASS A RATED P100 9 frpm48wf 00000 19 19 0 PCE 2.33900 SFT 0.00 0.00 MARLITE 8' FRP WHITE FR CLASS A RATED P100 ** CLASS A MATERIAL HAS A BLACK AND WHITE STICKER YIELDING SMOKE SPREAD INFO CLASS A. 8 Lines Total Qty Shipped Total 29 Total 0.00 Invoice Total 0.00 • Last Page P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE Chronic Effects Repeated contact may cause allergic reactions in very susceptible persons. See Section 11 for additional Toxicological information. Aggravated Medical Conditions None known HMIS Health: 1* Flammability: 1 Reactivity: 0 PPE: - HMIS Legend 0-Minimal Hazard 1 -Slight Hazard 2-Moderate Hazard 3-Serious Hazard - 4-Severe Hazard * -Chronic Hazard X-Consult your supervisor or S.O.P.for"Special" handling instructions. . Note:The PPE rating has intentionally been left blank. Choose appropriate PPE that will protect employees from the hazards the matenal will present under the actual normal conditions of use., Caution:HMIS®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®ratings are not required on MSDSs under 29 CFR 1910.1200,Benjamin Moore&Co.,has choosen to provide them.HMIS®ratings are to be used only in conjunction with a fully implemented HMIS®program by workers who have received appropriate HMIS®training.HMIS®is a registered trade and service mark of the NPCA.HMIS®materials maybe purchased exclusively from J.J.Keller(800)327-6868. - Y., - `➢:-'ter. fiJ WAP 'sp.'x 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 removing all contaminated clothes and shoes. Inhalation Move to fresh air. If symptoms persist, call a physician. Ingestion Clean mouth with water and afterwards drink plenty of water. Consult a physician if necessary. Notes To Physician Treat symptomatically Y L - - .. E=F1 HTING-4:.-MEASUR SA4, 4-5 Suitable 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. Specific Hazards Arising From The Chemical Closed containers may rupture if exposed to fire or extreme heat. Page 2/8 P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE Sensitivity To Mechanical Impact No Sensitivity To Static Discharge No • Flash Point Data Flash Point(°F) Not applicable Flash Point(°C) Not applicable Flash Point Method Not applicable Flammability Limits In Air Lower Explosion Limit Not available Upper Explosion Limit Not available NFPA Health: 1 Flammability: 1 Instability: 0 Special: Not Applicable NFPA Legend 0-Not Hazardous 1 -Slightly 2-Moderate 3-High 4-Severe The ratings assigned by Benjamin Moore&Co.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. j:4;Cf6. ACcIDENTAL RELEASE;MEASURES Personal Precautions Avoid contact with skin, eyes and clothing. Ensure adequate ventilation. Environmental Precautions Prevent further leakage or spillage if safe to do so. Methods For Clean-Up Soak up with inert absorbent material.Sweep up and shovel into suitable containers for disposal. Other Information None known 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. Storage, Keep container tightly closed. Keep out of the reach of children. EXPOSURE AONTRoLs,:t PERSONAL PROTECTIONq Exposure Limits Page 3/8 P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE Hazardous Components Chemical Name ACGIH OSHA 1,3,5-Triazine-2,4,6-triamine _ N/E N/E Titanium dioxide 10 mg/m3-TWA PEL 15 mg/m3 Total dust. Diethylene glycol monoethyl ether acetate N/E N/E Ethylene glycol 100 mg/m3-Ceiling N/E Legend ACGIH-American Conference of Governmental Industrial Hygienists Exposure Limits OSHA-Occupational Safety&Health Administration Exposure Limits N/E-Not Established 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. w=.t,9:, PHYSICAL aAND,:CHEMICAL.-PROPERTIES•,. Appearance White or pastel pigmented liquid Odor mild Density(lbs/gal) 10.90 Specific Gravity 1.31 pH 8.0- 11.5 Viscosity(centistokes) Not available Solubility dilutable Evaporation Rate <1 (butyl acetate= 1) Vapor Pressure Not available Vapor Density 1 Wt. %Solids 57-61 _ Vol.%Solids 45-49 Wt. %Volatiles 39-43 Vol.%Volatiles 51 =55 VOC(gIL) <60 Boiling Point(°F) 212 Boiling Point(°C) 100 Freezing Point(°F) 32 Freezing Point(°C) 0 Flash Point(°F) Not applicable Flash Point(°C) Not applicable Flash Point Method Not applicable Upper Explosion Limit Not available Lower Explosion Limit Not available Page 4/8 A• Benjamin Moore Paints Material Safety Data Sheet ' Revision Date: 16-May-2008 Revision Number: 1 1 '=F"PRODUCT AND CONMPANY,IDENTIFICATION Product Name SUPER SPEC HP 220 LATEX FLAT FIRE RETARDANT WHITE Product Code P5901 Product Class WATER THINNED PAINT Color All Manufacturer Emergency Telephone Number(s) Benjamin Moore&Co. CHEMTREC:800-424-9300 101 Paragon Drive Montvale, NJ 07645 Phone: 201-573-9600 www.benjaminmoore.com R • , , ., ,_;2 ;r�•COMPOSITION�INFORNIATIQN`ON;•LCOMPONENTS�:�9aw���',`'�n_" °:x<'�`,''fi;_ „ Hazardous Components Chemical Name CAS-No Weight%(max) 1,3,5-Triazine-2,4,6-triamine 108-78-1 10 Titanium dioxide 13463-67-7 10 Diethylene glycol monoethyl ether acetate 112-15-2 5 Ethylene glycol • 107-21-1 5 ! .-i'�' ,,, , ,t, ,rv, �- ",},srs"` ` - -_ �;, •,r:•�' e'. - - -u;,.w=. of='•4 3.-`HAZARDS-IDENTIFICATION=`- - Emergency Overview Vapors may be irritating to eyes, nose,throat, and lungs. May cause skin irritation and/or dermatitis. • Appearance White or pastel pigmented liquid Odor mild Potential Health Effects Principal Routes of Exposure Eye contact, skin contact and inhalation. • Acute Effects Eyes Mild eye irritation. Skin Mild skin irritation. Inhalation - May cause irritation of respiratory tract.. Excessive exposure to heated vapors may cause irritation of eyes, nose and throat. Ingestion May cause irritation of the digestive tract. 4 Page 1 /8 1. BENJAMIN MOORE® Benjamin Moore® SUPER SPEC HPTM LATEX FLAT Paints FIRE RETARDANT P59 Features General Description • When attacked by flame, • Dries to a decorative matte A premium quality,decorative,intumescent,fire retardant paint (P59)expands and forms a finish for interior ceilings,walls,and trim. thick cellular char blanket • Low Odor This product provides a high hiding matte finish that retards flame (intumescence)which, by • Low VOC's spread by reacting to heat and forming a thick cellular char reducing excessive heat •No unpleasant odor during blanket(intumescence).Suitable for primed or previously painted penetration, retards flame application wood,drywall,cellulose tile,cured plaster,masonry and metal. spread and minimizes smoke development •Washes without spotting or •Applies like a conventional loss of intumescence latex flat paint Recommended For: Limitations: For interior use on primed or previously painted wood,drywall, • Do not apply when air and surface temperatures are below cellulose tile,cured plaster,masonry,and metal. 50°F(10°C) • Topcoating will reduce intumescent properties of this coating Product Information Technical Data White Colors:—Standard:(01)White Generic Type Vinyl Acrylic May be tinted with up to 2.0 fI.oz. BENJAMIN MOORE®COLOR PREVIEW® Pigment Type Titanium Dioxide colorant per gallon. Volume Solids 48% Theoretical Coverage At Recommended Film Thickness 300 sq ft. Film Thickness —Wet 5.3 mils Certification: —Dry 2'.5 mils A minimum of two coats(5.0 DFT)is required for a Class Master Painters Institute MPI#64,67. "A"rating Formulated without Volatile Organic Compounds(VOCs)or solvents Dry Time @ 77°F —Set To Touch 1 Hour VOC compliant in all regulated areas (25°C)@ 50% RH —To Recoat 4 Hours Dries By Evaporation,Coalescence Flame Spread Rating:Class "A" when tested in accordance with ASTM E-84 Dry Heat Resistance N/A (NFPA 255)and S-102- Viscosity _ 75±5 KU (21 U Flash Point None ®` Sheen/Gloss Matte(10% Max @ 60°) Surface Temperature at application –Min. -50°F –Max 95°F Federal Specifications Generic Equivalent - Surface must be dry and at least 50 above the dew point. TT-P-26C Reducer .r ' ' ' Clean Water Reduction —.Brush - Do not thin Roller • Do not thin —Spray 5% Maximum Clean Up Thinner Clean Water Technical Assistance Weight Per Gallon -10.8 lbs Available through your local authorized independent BENJAMIN MOORE®retailer. Storage Temperature–Min. 40°F For the location of the retailer nearest you,call 1-800-826-2623,see –Max. 90°F www benjaminmoore.com,or consult your local Yellow Pages. Volatile Organic Compounds(VOC)0 60 Grams/Liter .50 LBS/Gallon oReported values are for White.Contact Benjamin Moore&Co for values of other bases or colors • R , Benjamin Moore&Co.,101 Paragon Drive,Montvale,NJ 07645 Tel:(201)573-9600 Far.(201)°573-9046• www.benjaminmoore.com M73 P5900 4100 1'1 ;,`ct Super Spec HP"" 220 Latex Flat Fire Retardant Surface Preparation Application Surfaces to be coated must be clean,dry,and free of od,grease,dust,flaky Mixing of Paint:Stir thoroughly before and occasionally during use. rust, mill scale, loose paint, chalk, and other foreign matter than could For best application results, apply generously going from unpainted into interfere with adhesion. Glossy surfaces should be dulled by abrading the painted areas surface. Apply with an all-purpose synthetic brush,short nap roller,or spray. Metal:Remove loose rust and scale with a scraper,wire brush,or sandpaper. Spray,Airless:Fluid Pressure—1,500 to 2,500 PSI; Remove oils from bare metal with Benjamin Moore°Oil&Grease Emulsifier Tip—.013-.017 Orifice (P83). Wood: Spot-prime patched and speckled areas with the recommended Benjamin Moore&Co.primer before and after repairing. Thinning/Cleanup Mildew: If mildew is present, it must be removed by scrubbing with a Thinning: Thinning is unnecessary, but if required to obtain desired commercial mildew wash,or it will continue to grow through the fresh coating. application properties,a small amount of clean water may be added.Never CAUTION: Use rubber gloves,work goggles,and protective clothing when add other paints or solvents. applying mildew wash.Follow manufacturer's directions. WARNING!If you scrape,sand or remove old paint,you may release lead Cleanup:Clean all equipment immediately after using with soap and water. dust.LEAD IS TOXIC.EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS Spray equipment should be given a final rinse with mineral spirts to prevent ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. corrosion. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE.Wear a NIOSH- USE COMPLETELY OR DISPOSE OF PROPERLY. Dry,empty containers approved respirator to control lead exposure.Carefully clean up with a HEPA may be recycled in a can recycling program.Local disposal requirements vacuum and a wet mop Before you start,find out how to protect yourself and vary; consult your sanitation department or state-designated your family by contacting the National Lead Information Hotline at environmental agency on disposal options. 1-800424-LEAD or log on to www.epa.gov/lead. Primer/Finish Systems Environmental, Health & Safety Wood: Information. Primer:Super Spec Alkyd Enamel Under-Coater(245)or Use only with adequate ventilation. Do not breathe spray mist or sanding Super Spec Latex Enamel Under-Coater(253) dust.Ensure fresh air entry during application and drying.Avoid contact with Finish:2 coats 220 Latex Flat Fire Retardant(P59) eyes and prolonged or repeated contact with skin.Avoid exposure to dust and Bleeding Type Woods,(Redwood and Cedar): spray mist by wearing a NIOSH approved respirator during application, Primer:Fresh Start All Purpose Alkyd Primer(024);for light tannin bleed sanding and clean up. Follow respirator manufacturer's directions for situations 1 o r 2 coats of Fresh Start Acrylic Primer(023)may be used respirator use. Close container after each use. Wash thoroughly after Finish: 2 coats 220 Latex Flat Fire Retardant(P59) handling. Metal Surfaces: Finish:2 coats Super Spec HP"'220 Latex Flat Fire Retardant FIRST AID:In case of eye contact,flush with water for 15 minutes;for skin, Galvanized Metal:All new galvanized metal surfaces must be thoroughly wash with soap and water. If you experience difficulty breathing,leave the cleaned with Benjamin Moore°Oil&Grease Emulsifier(P83)to remove area to obtain fresh air. If continued difficulty is experienced, get medical contaminants. attention immediately. Finish:1 or 2 coats Super Spec HP"'220 Latex Flat Fire Retardant Masonry,Smooth Poured or Precast Concrete: IN CASE OF SPILL—Absorb with inert material and dispose of as specified Primer:Moore's"Acrylic Masonry Sealer(066)or under"Clean Up°. Benjamin Moore°Fresh Start"All-Purpose 100%Acrylic Primer(023) Finish:2 coats Super Spec HP"'220 Latex Flat Fire Retardant Masonry,Rough or Pitted: KEEP OUT OF REACH OF CHILDREN Primer:Super Spec"'Latex Block Filler(160) PROTECT FROM FREEZING Finish:2 coats Super Spec HP."'220 Latex Flat Fire Retardant Plaster and Wallboard:All plaster surfaces must be thoroughly cured for at Refer to Material Safety Data Sheet for additional health and least 30 days Drywall surfaces must be free of sanding dust safetyinformation. Primer:Benjamin Moore'Fresh Start°All-Purpose 100%Acrylic Primer(023) Finish:2 coats Super Spec HP"'220 Latex Flat Fire Retardant Previously Painted Surfaces: Finish:2 coats Super Spec HP"'220 Latex Flat Fire Retardant -, �PRecycled Paper Benjamin Moore&Co.,101 Paragon Drive,Montvale,NJ 07645 Tel:(201)573-9600 Fax:(201)573-9046 www.benjaminmoore.com M73 P5901 4/08 BENJAMIN MOORE,MOORE'S,COLOR PREVIEW,FRESH START and the triangle"M"symbol are registered ©2008 Benjamin Moore&Co All rights reserved trademarks,SUPER SPEC and SUPER SPEC HP are trademarks,licensed to Benjamin Moore&Co Litho in USA P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE STABILITYAND'REACTIVITY ,r. .:;. Chemical Stability Stable under normal conditions. Conditions To Avoid elevated temperature. 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. ' ,—° - 11 :TOXKOLOGICAL:INFORMATION s. Acute Toxicity Product No information available Component 1.3.5-Triazine-2,4,6-triamine LD50 Oral: 3,160 mg/kg (Rat) LD50 Dermal: > 1,000 mg/kg (Rabbit) LC50 Inhalation (Dust):3,248 mg/m3 (Rat, 4 hr.) ' Titanium dioxide LD50 Oral: >24000 mg/kg(Rat) LD50 Dermal: > 10000 mg/m3 (Rabbit) LC50 Inhalation (Dust): >6.82 mg/L (Rat,4 hr.) Diethylene glycol monoethyl ether acetate LD50 Oral: 11,000 mg/kg (Rat) LD50 Dermal: 15,100 p11kg (Rabbit) Ethylene glycol LD50 Oral:4700 mg/kg(Rat) LD50 Dermal:9530 pg/L (Rabbit) Chronic Toxicity Carcinogenicity The information below indicates whether each agency has listed any ingredient as a carcinogen: Chemical Name ACGIH IARC NTP OSHA Carcinogen 2B-Possible Titanium dioxide Human Carcinogen Page 5/8 P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE 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." Legend ACGIH-American Conference of Governmental Industrial Hygienists IARC-International Agency for Research on Cancer NTP-National Toxicity Program OSHA-Occupational Safety&Health Administration Sensitization: No sensitizing effects known.. ';1.:',ECOLOGICAL:INFORMATION` J;, ;': Ecotoxicity Effects Product Acute Toxicity to Fish No information available Acute Toxicity to Aquatic Invertebrates No information available Acute Toxicity to Aquatic Plants No information available Component Acute Toxicity to Fish Titanium dioxide LC50: >1000 mg/L(Fathead Minnow-96 hr.) Ethylene glycol LC50: 8050 mg/L(Fathead Minnow-96 hr.) Acute Toxicity to Aquatic Invertebrates No information available Acute Toxicity to Aquatic Plants No information available 13. tiliiiOSAL`CONSIDERATION$ Waste Disposal Method Dispose of in accordance with federal, state, provincial, and local regulations. Local requirements may vary, consult your sanitation department or state-designated environmental protection agency for more disposal options. Page 6/8 P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE 14 <TRANSPORT INFORMATION DOT Not regulated ICAO/IATA Not regulated IMDG/IMO Not regulated �- _. r, -. .. _ :nit; H, ,t..,,.'`,r•.",",', ref,`i t•5. 95.f- REGULATORY"•INFORMUTATION" International Inventories United States TSCA Yes-All components are listed or exempt. Canada DSL Yes-All components are listed or exempt. Federal Regulations SARA 311/312 hazardous categorization Acute Health Hazard No Chronic Health Hazard Yes Fire Hazard No Sudden Release of Pressure Hazard No Reactive Hazard No SARA 313 Section 313 of Title Ill 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: Chemical Name CAS-No Weight%(max) Diethylene glycol monoethyl ether acetate 112-15-2 5 Ethylene glycol 107-21-1 5 This product may contain trace amounts of(other) SARA reportable chemicals. Contact Benjamin Moore& Co. for further information. Clean Air Act,Section 112 Hazardous Air Pollutants(HAPs)(see 40 CFR 61) This product contains the following HAPs: Chemical Name CAS-No Weight%(max) Diethylene glycol monoethyl ether acetate 112-15-2 5 Ethylene glycol 107-21-1 5 This product may contain trace amounts of(other) HAPs chemicals. Contact Benjamin Moore&Co. for further information. State Regulations Page 7/8 P5901 -SUPER SPEC HP 220 LATEX FLAT FIRE Revision Date: 16-May-2008 RETARDANT WHITE California Proposition 65 This product may contain small amounts of materials known to the state of California to cause cancer or reproductive harm. State Right-to-Know Chemical Name Massachusetts New Jersey Pennsylvania Louisiana Rhode Island 1,3,5-Triazine-2,4,6-triamine X X X Titanium dioxide _ X X X X Ethylene glycol X X X X Legend X-Listed 16.` 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 Information Hotline at 1-800-424-LEAD or log on to www.epa.gov/lead. Prepared By Product Stewardship Department Benjamin Moore&Co. - 360 Route 206-P.O. Box 4000 Flanders, NJ 07836 973-252-2593 Revision Date: 16-May-2008 Revision Summary Not available 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 must be determined by the user to be in accordance with applicable federal, provincial, and local laws and regulations. End of EMS Page 818 / THE DIMENSIONS AND/OR ELEVATIONS SHOWN ON THIS DIAGRAM ARE TAKEN FROM errs FP5....ANI PFItEFDAFIIMED ay. 'ffk,i.,Ari.Ata_.__a..... gcx=ik.{ -Er=i1Ma..- LAST DATED 9/26/2014 THIS DIAGRAM IS TO BE 'USED IN CONJUNCTION Wi TH THE ABOVE REFERENCED PLAN AND IS NOT INTENDED TO REPLACE OR AMEND SAID PLAN. ..-4- ;,-• ... /4 \ • -sr-0 4 ,\ -• - .., • ; ; /2.; 54 I 7.7.7.547 50.00. , I s Is _ - . ._. ___ 5 E ---- - - - --- N 065470"E 177.55' - - - Za•ti 03 • 0 0 , ". Cll, ' ' 'CI• --PROPOSED NYS OPRHP ---- ---- • --— --- -- ---- — I — EASEMENT AREA rA•ti I i (44,779 SF TO THE . co . i. , . ui 12 il APPARENT HIGH WA TER LINE k--.. ._. 5 0654'.30" gl 150.58' • i . 51,993 S.F. TO mai ' WATER LINE DESCRIBED __ - -- ---, _ . _.. . IN L 12646 P. 869) li z : i _ . . 5- - ,---, q b •—1 ,„ 1 , 11 , BARN ! STORAGE o<• ..„, :,..1 , , ,.... le -: ... N It : t' __ __ 105.65' •.-• ..I.i I , , -,..,...*-*,.--, HELD ,...,_ . 1 -' 78.7' BENCH ., ,., MARK SET 4 t • I A I i 101 IN POLE . t ' . • -1 — ' EL. 9.0 ,.... 1.,J • •/ __ _ . . _ - .__ (12/20/14)_ vs I - -• 5 :c? , , NI, co• vs ;z3 - 5, I ! I STORY MARINA • ACCESSORY • , 22.7\.. ______,-. 5 k.....- .._............ , .. , .A. ., . ....., 1 • °POSED NYS OPRHP ,--- ! .' •:. ...) 1 ,,,i s,' . L . eASAVT Aat 2015 ./ , \,, ,*,_ - :•-x'"",'" ' 44.19 .% — — - .,,.-,,,..44----;'--`''' et' E • 9-0',4? , , 1 I \ 61_0G DEFT \ /_ r 1 : , P„.4r• • -4 --. S 0130'29" W 10 ',Oh 301.J'HOLD, '' 25.20 . _. S (V •1 . '..._. -' 1 i ,_------- V, ../ t° . . o CO ; ' •--• I \ / / 1 S 005544" E• ..' 4. .0.-.,4,4-; _ t ,4 A % - 74Ii,t tilli;1\1 Barrett ,444.' ! 1`.--1 ; ''''.4:4t1t ' ' Banacci & VOIrl'Weete, PC' NEW SUFFOLK WATERFRONT FUND , e").! - MAIN ' 1 V *VdFFOLK ' : \ © 2015 BBV PC Revision Civil Engineers urveyors Planners 175A Commerce Drive STAKE DIAGRAM 1 Houppousci,NY 11788 1000-11-7-8-18 , 7631 435 1111 F 631 435 1022 i S ' PROPOSED PILINGS Tax Map: --- , Surveyed by: RB Date: 2/13/2015 www.bbvpc.cont I (1 OP 3) 1 ' Scale: "= 40' Pro:eat No.: A120278A . 5 ....._ .._. . K:11iii-V,120278 LOD1dwo1A1202781V5ciwg,Layout1,2/17/201511;28:48 AM,Barre,,:::-.. s sale/DV .___ THE DIMENSIONS_AND/OR ELEVATIONSNSHOWN ON THIS DIAGRAM AREry TAKEN FROM IPflLUN _PLA N F'FlialF'A.FREID i V " �. 1-1 1F-n -tr--r-li. Foam.. LAST DATED 2/12/2015 THIS DIAGRAM IS TO BE r USED IN CONJUNCTION WITH THE ABOVE REFERENCED PLAN AND IS NOT INTENDED TO REPLACE OR AMEND SAID PLAN. J , FI (1449) I 9.17' 13.6C (1448) (1396) (1395} (1394) (1393) (1422) i (1423) (1424 7.05' 7.05' 7 05' 7.05' - 7.05' ' 7.05' 7 i. (1397) r; (1 7.35' 7.35' 7.35' 9.08' 7.83' 7.77' 7.77' 7.83' 9 1• (1400); _ . _....__ F`�....._n.,,,_..._., ----,;'vi- ___. ..=;:, u • 1 (1399) (1398) • CO ",� (1416) (1415) (1414) (1440) (1441) • rn co (1401)p 9.08' 7.83' 7.77' 7.77' 7.83' 9 ' lo . (1410) -;.. " ( (1403) (1404) 1405 (1411) (1412) (1413) (1447) (1446) (1402) M (_ ) (1 ' 7.35' 7.35' 7.35'o)1 7.05' 7.05' 7.05' 7.05' 7.05' 7.05' • c0 i- . (1406)cNi• -C\1 (1407) (1408) `tn (1409) (1439) (1438) µ'n (1437, rn 1 • Ni 9.94' 9.91 9.94' 9.94' 9.94' 9.94' 9.94 (1417) (1418) (1419) (1420) (1421) (1461) (1460) 11I, I li LEGEND •i 0 = SPIKE SET (c; 2014 BBV PC Oil`1°ei� I -. Revision _. �" Barrett 1 tI 5;.: g1 �: ,4,' ®��� e vv I• RFRONT F D i Van Weege, PC I AIN STREET NEW SU FuLK CMI Engineers 175A Commerce Dive j STAKE DI�l,G.i • Surveyors Hcuppaugo,NY 11'!88 STAKE Id'Sl7Y y 7 631.435 1111 Tax Ma 1000-117 8 18 __ Planners F 631.435.1022 PROPOSE 1NG Surve edb R13 Date: 2/13/2015 www bbvpc.com 1" r OF 3) Scale 10 Project No.; A120270 K:iDa12Vt12D278_LDDidwgW120278WS.dwg,Layoutl,2/17/2015 11:20:0B AM,Barrett,Bonaca&Van Wee e/CW / j THE DIMENSIONS AND/OR ELEVATIONS SHOWN ON THIS DIAGRAM ARE TAKEN FROM POLO:\ PLAN PW'=-EF ER . ii V E ''11 --ii71- ss EF''m 1M» LAST DATED 2/12/2015 THIS DIAGRAM IS TO BE USED IN CONJUNCTION WITH THE ABOVE REFERENCED PLAN AND IS NOT INTENDED TO REPLACE OR AMEND SAID PLAN, l • t (1451) 0.83' 7.04' 6 96' 3.23' (1448) - 9.17' (19) 13.60' ,,f....{ (1450) r(1453) (1452) o o 5) (1394) " (1393) (1422) (1423) (1424) O� c0 =�. � � .c- ,..,,�..�.,:7:',., "''''' ''::'-r (1425) O 7.05' 7.05' 7.05' 7.05' 7;05, m 'ry 1427 ( ) (1428) (1426),' " �• co 7.03' 7.03' A"4.00',(1429) 7.83' 7.77' 7.77 7.83' 9.08' r+i ; (1442) o i 0-1 416) (1415) , (1414) (1440) (1441) fa 1444). 7.11' 6.95' 1 4.00' N (1443) (1430) .€ (14:x1) 7.83` 7.77' 7.77' 7.83' 9.08' ' (1445) •o I 1411) (1412) (1413 in I i (1432) 0) I (1447) (1446) M (1 4342(1.433 X4.00' o1 (1435) t '.,. -- �. 7.45' 6.61 �" �:a (1454) -1•4/ 7.05' 7.05' 7.05' 7.05' 7,05 7.05' ' 17) (1408) (1409) (1439) (1438) (1437) (1436) (1455) (145 7} , 10.00' (1456) O 9.94' 9.94' �. 9.94' 9.94' 9.94' 1 (1420) (1421) (1461) (1460) (1459) (1458) f J END 0 = SPIKE SET - il F c 2014 BBV PC NEW SUFFOLK Revision. l Van Week, PC AINSTREET NEW SUFFOL ! Civil Engineers 175A Commerce Drive STAKE D [Gy p Surveyors HouppaurIY 1 1788 531 43s.1ge11, PROPOSED PILI Tax Ma 1000-1174 18 Planners r 63I 435 1022 wvnv bbvp.con) ` Serve ed b ; R8 Date: 2/13/2015 C ::��I Scale: 1" 10' Pro'ect No.: A120278A f(:10a12\A120278_wD\dwg\A120278W5.chvg,Layouts,2/17/20151120:16 AM,darcect,Bonacci& an Weefe/CW FIRST STREET N 06'54'30" E 272.54' cl 1) 1 i, 32.20' —212"" ----1( 5::::1 "-- Q W F-00 N tarn 0,•.ILG 11 cv • O W �� I cc o = I- 1 o a 0)N n o J (2_ H ch0 w Z n 1 C3 W ;I 9 I W Q o .... W 2t-6le LCCL N +' Q fi O � CO M QZ 03 o I Z 1N Q -t 1 a0 , 5 0211'44 21 79- W O W s M00 . PARCEL 1 N 2 1 0 50.7• N I a i BUILDING W DECK ry d ON PILES N DECK lar ii N 06'13'00" E 50.6' p 49.50' NN co 0 co �� W 1° s h m n eAk o 10"i h00 • (i).D • .51' S 83'43'00" E C1 18.38' S 00.47'07" E S 3 '02''x`" E s o24'341-19 W E S 02'22'54" E ?>S> " E 03 324." E 5028.5 5.32' 5 es. s oo'4• 2 h • 32.85 S 01'30'29" W s` 25.20' to _ , , , , JCI .64 60 . y lb• 5rya10 � ..tt , CUTCHOGUE HARBOR Dote By Revision . Surveyed by R.B. Drafted by A.V.R. I Checked by M.A.R. S 32'15'54" E ` 9.16' Barrett Bonacci & tot, S 2214'14"1 ' E • TAX LOT 22 & 23 po F :: :V PC V. X604. 1, N 89'51'08" E LAND NOW OR FORMERLY OFVan Weele,• �' 14.84' TOWN OF SOUTHOLDCivil Engineers 175A Commerce Drive Hauppauge, NY 11788 "BOAT BASIN" it-I) Lr; ~'��--- Surveyors r 631.435.1 111 Z ,'1 • Planners F 631.435.1022 I www.bbvpc.com ij I ' d I S 83'17'57" E 1 MAY i ? Tax Map: DISTRICT 100 SECTUION 117 BLOCK 8 LOT 18 o1 W 10.90' I1 20i� P i _ Cendscahom indicated hereon signdy that this is?;) ' id the popery depicted t g Code wos mode a PROPERTY 'r co .. for land Surveyors adopted by the New York kis) Slaw Association d Noless anal land Su veyas. SITUATE This certification is only for the fonds depicted �w hereon d is not certification d title,zoning or NEW SUFFOLK 1 h freedom d encumbrances. Said certifications shall run only to the persons ad/a entities • 2 W listed hereon and one not eo - to oddi- TOWN OF SOUTHHOW 1 —. :?. -.1. SUFFOLK COUNTY,N.Y. V NOTE. .ehen. THIS SURVEY WAS PREPARED FOR THE SPECIFIC PURPOSE OF SHOWING THE EXISTING n c BUILDING IN RELATION TO THE PROPERTY LINES. ALL OTHER IMPROVEMENTS, POSSESSION = `` 'CC b;th UN- FOUNDATION r r,2"" AND/OR STRUCTURES, IF ANY, ARE NOT SHOWN. State FdxatianLaw °� LOCATION S 06'54'30" W (0 capes d this survey reap not hearing�e•rd surveyors embossed seal and signature shall 19.07' The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of not be eeeetde.d to be a tnse ad solid copy 0 2015 BBV PC IM: FOUNDATION fences,retaining walls,pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined Date scale Project No. Sheet No. � VIEW: FOUNDATION t. or considered as a port of this survey.Easements,Rights-of-Way of record,if any,are not shown.Property comer monuments were not placed as a part of this survey. APRIL 28,2015 1"= 30' A120278 O . v b. w Lu w w w NEW SUFFOLK Lu _ co I �°,� r O -�-� ^ V) N REPAIR/REPLACE ROCKS IN 352'OF STONE JETTY WATERFRONT N THRU AND INCREASE HEIGHT OF JETTY BY ONE ri O o o o o N N It) Main Street rj N ° NI_ o �` CO ° o LARGE ROCKS @24"-30"IN.DIA.WIDTH OF JETTY CO o • co co oo rn N New Suffolk, New York co N 4 DO N N N O O IS TO REMAIN AS IS. � N i - IN � � �N N N N E I u1 < •,E)0,9 XiST/NGCOALL PILINGS ARE TO BE REPLACED NCR •R INSTALL AS IN LOCATIONS AS J PROPOSED PLANTING AREA L -Q a STONEJ NOTED(TYP.) N I - ,(990 ),TEAND �Tr _�,� N 4 co co OpA km EXISTING n + o d Nib io HOT BOX \ O O \�J O O O O \ C� . 1 1 12 13 14 C\5 16 �7 18d <I O� / 0 48„ a D CUTCHOGUE Lo r ° o o EXISTING O V.:,..7., 58332' E Cl `._ •."�" I� C o NMARINA � o. HARBOR CC N ACCESSORY °c-1' marshal) paetzel -}-m 1 -8'X19'HANDICAP ,rj 37-9'X19'PARKING SPACES PARKING SPACE W/ FFE 4.71' o 8'X19'AISLE(ON POURED 4 LANDSCAPE ARCHITECTURE D 1`> 30"WOOD DOCK ° EXISTING GRAVEL m°D CONCRETE SLAB) W (TYP.) �' NORTH FORK HAMPTONS m(\i S 83°47'30"E o • 60.00' PARKING AREA 16' PO Box 478 PO Box 1397 r------ , (TO REMAIN) 12830 Main Road 530 Montauk H #203 C 30"WOOD DOCK(TYP.) Hwy, ` Mattituck,NY 11952 Amagansett,NY 11930 N \/ w Ac 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35) 36 37 HC 26I 2 10• ALL PILINGS ARE TO BE REPLACEDfax: (631)315 5000 ' 0 •R INSTALL AS IN LOCATIONc---",.) S ASA+4.0 WALKWAY NOTED(TYP.) +BS.4.0 PROPOSED 5'WIDE Surveyor/Engineer: Barrett,Bonacci&Van Weele,PC POURED CONCRETE PROPOSED PERVIOUS ' REPAIR/REPLACE ROCKS IN 352'OF STONE JETTY 175A Commerce Drive � +7.6 I !AI +4.2 GRAVELTHRU AND INCREASE HEIGHT OF JY BY ONE Hauppauge,NY 11788 0 LARGE ROCKS @24"-30"IN.DIA.WIDTH OF JETTY phone: (631)435-1111 N 83°47'30"W + \ er PROPOSED STEEL ri 20.00' POURED CONCRETE- PROPOSED 5'WIDE +9.0 .-_ \� RETAINING WALL WALKWAY `S `, n +4.5 STEPS _ \ IS TO REMAIN AS IS.(DEISGN BY OTHERS) \ 100'SETBACKIllIII in Wir • 114 I in OOYYPY �� 1 E / Iv) .4: 0 e?' EXISTING ° v�. LP `� LP +6.5 4 oN EXISTING BOAT BASIN COMMUNITY �' I 75' N TO BE RENOVATED,AS SHOWN .�-� / O / AREA TO / GARDEN i •\ `�-�' -'� I BE (DESIGN BY OTHERS) PLOTS LPO 1 I I+10.0 VEGETATED co TO REMAIN _ LAWN ARM WITH NATIVE h �B7.4' i / 7 III ..75 PLANTS `� ( • +8.50 t rj DP 1 I acs4- + 4.75 O PROPOSED o116 I X4.4 BW+ TW. -_�\ �'' `__'` WOOD STEPS u' +8.65 O� /---(5 ‘ U o`" C " u? I LP i I GT \ IQ oo `‘��-,i �__�\ `\� \\O / RELOCATED t PROPOSED H0 ' SITE DATA: (). N EXISTING 3 EXISTINGXARNPROP.SANITARY i ; \�� 1-1/2 STORY I PROP. N LAWN w O COMMUNITY DESIGN BY LP MARINA WOOD i.r) SCTM#1000-117-8- I GARDEN oco STORAGE JOE FISC_HETTI,PE,\, O I TEST --)V1---, I ACCESSORY DECK \N. 5.70+ W OD TOTAL LOT AREA PARCEL#1 PLOTS TO REMAIN I ��\ HOLFr \� CAFE W/ DECK o co TO REMAIN o FFE. I LI'O ) i O ST 0 ADDITION o LOT AREA: 100,636 SQ. FT. (2.310 ACRES) fn rn N 6.47 ‘ ; L �` ; (See Floor&\ I PROPOSED jil°11c) `� \ WOOD STEPS C ' 74.8' �� T' 30"WOOD DOCK C) (2.148ACRES) I TW. I Elev. UPLAND AREA: 93,588 SQ. FT. }- T4.1 : + +8.65 ; DP I Plans for + (TYP.) 1 O I I details) N , i • 4.75 TW. /� BEACH AREA:4,229 SQ. FT. (0.097 ACRES) C� /''-may -' ,-'F O' EXISTING 5'X60' '' \ 8.75 O! 1 , O a _ FF.10.0 BS d �+ FLOATING DOCK F- W 1 LP I , I ; ( ^ W \ \ �\ / I I D P � +6.75 \ /��I - /'o�� ���- +10.0 I \ BUILDABLE AREA:89,359 SQ. FT. (2.051 AC) Q EXISTING0 \ COMMUNITY \ -� _ , \�,� 9 5+ PROP. X10.0 + 30"WOOD DOCK 0 ' ^ w GARDEN �� ' �``- �rj WOOD - \ �j AREA TO (TYP.) �/ I - Eo� PLOTS �� BE 'S'n�d�• NEW 30"WOOD DOCK TS. VEGETATED -TS,O NOTES: \REMAIN 1 +g.0 WITH NATIVE � ' 111-1(-ThC7) ° --� 30"WOOD DOCK 1. EXISTING CONDITIONS INFO BASED ON N .° / � ��� � PLANTS c'f w ALL PILINGS ARE TO BE REPLACED Illirc:), . ri N 0 d IIii - (TYP.) w - w OR INSTALL AS IN LOCATIONS AS SURVEY PREPARED BY BARRETT BONNACCI Z - �\ E , 10 7.o v N o'v NOTED(TYP.) AND VAN WEELE, DATED JULYS,2012. ,,, - ' /. [ :Bs.5.50 S 83°45'00"E 24 03' NYS O P R H P a = P + I E S EASEMENT BOUNDARY 6` N Z Lo N R \ I\ POURED CONCRETE 09 POURED CO C ETE ............„./ STEPS "P C o RETAINING WALL7 �L REPLACE IN-KIND Z �� \ �! 48"WOOD DOCK '� , I �,n \ co d �, POURED CONCRETE CI- RETAINING WALLw $ \ \ h O w a si r\ o;o o o - o N_ N c o i EXISTING GRAVEL \ \ 2 N S 28°55'00"E N N o 0 AREA TO REMAIN \ c.i -} 33.09' co 6'WIDE GRAVEL \ \ I I REVISIONS WALKWAYco EXISTING DATE DESCRIPTION TO BE EMOVED \ \ \ EXISTING CONCRETE TO REMAIN `t N J._ N O 4 1--1 ± \ \ I') miligAimilimeniNIFI 4 N ( 172.94' N 83°45'00"W 192.94' N rnAla �� d- J--- \ \ ,, ,, .2 ..... -- / in 4 Q \ Cjc:2)• •<:',0 .c-ii1111 -:::::-Yc--1a �► LU N a EXISTING GRAVEL \ s e a / d d v AREA TO REMAIN Q , �\ MAIN o \ NDSCga I m o INin Q �P < , �° �r ilk Q \\ © ��' PFS LC!•^; 1,ry STREET � zrn _ O 0 Q14Ph, c:I 0 �� s - to ro * 11111. ',/\_ii..: ill! N EXISTING in / Q \' 0A1..0c:i �] CDC0 ST X018 ti� d -� I FLAG POLE / V KlD;11111 ,C)----1-,,,J _ - , Q r)�d / 4 o4 TO REMAIN � aS) r7 4 / - \ Ki / - - TITLE: N •QCD �i ro. / Q / TEST HOLE DATA - / ±, . / BOXDONALD 1000 SOUTHOLD, NCE YORK Q SITE PLAN rnQ "' ` / 631.765.3677 PARKING CALCULATIONS: / + C7 0 '. TB#1 (ELEV. 4.2) RESTAURANT: 66 SEATS @ 1 SPACE/3 SEATS /°eco! =22 PARKING SPACES O 0 10 20 ‘Iiir/ ,, �0 0-1.5' MIXED SAND AND LOAM MARINA: 1 PARKING SPACE FOR 1 ��// / 1''-o "sem EMPLOYEE z N 4 / ,00-41. EMPLOYEE 1.5-3.4' PALE BROWN FINE TO COURSE SAND = 1 SPACEz� `' "' I + °��ti BOAT SLIPS @ 1 SPACE/SLIP Scale 1"=20' -� s // WATER ENCOUNTERED 3.4' BELOW SURFACE =15 SPACES DRAWN BY: N S.PRETZEL,RLA DATE:2014.02.28 L 1 I dr TOTAL SPACES PROVIDED = 37 SPACES + 1 REVISED: / HANDICAP SPACE SHEET 1 OF 1 / 3_9 :: EA ....tingw-agglamiww(g_g \V --- 0 LEGEND 2 7 2016 WALL BUILDING DEPT EDGE OF PAVEMENT TOWN OF SOUTHC .1) • OH OVERHEAD WIRES E ELECTRIC LINE w w w w w w w I w - W WATER MAIN -x-x- CHAIN LINK FENCE • 3 • 3.99 X3.41 FIRST STREET z 79 RIM RIM a • O o FENCE OTHER r 3. : A29 9® ....RI .::: RIM 3.38 0 t� > GUY WIRE ' . N 06'54'30" E ' 37 f>r CI 272.54 =_ a oy ;OOD PO=TS- •: 3.9 ti a, CONCRETE - V 'a v v v v 'O-Q-iTe--�1-e- -e Q. - _ r-� _ _ v� L1 ;� '.••. FE WOOD POSTS • • •� tgy'1 x U tD •,• •STAKE IrS.D t.t N 3 32.20' Q: .t K* •• 'FOUND 0.9E S SANITARY UNE 7.3'E troVN�O b a 0 t r7 ft'? < u s' c ' r_y c' g e DRAINAGE INLET 3.9 3.6 _ _J X I �� I 0• O 'C LJ V�1 C)a.4 1.! SIGN I -5s r HO X d' J I gl U U L..).) �� CsU Ct��• BD -� I) 'c •��.a D. UTILITY POLE �, ten, ID . 4.3 GRAVEL x' _ p• ' frf. i3 "ii, o BOLLARD ry PROPOSED NYS OPRHP DEts -4.2 oz fl t7 V �= CJ ` n -a � EASEMENT AREA GAR GARDEN aI• 1L = r:i.'r', ,? 1. 0, STRUCTURE - SANITARY (44,779 779 SF TO THE GARDENr G� f:: STRUCTURE - DRAINAGE • APPARENT HIGH WATER UNE x x c, 1.--">---1 ( � "ci t� i • p 51,993 S.F. TO HIGH 1� -�- I GATE x - S (� p W �/� q i�4�, �3 1; • t ELECTRIC CONTROL BOX W WATER LINE DESCRIBED .* t �/J je. �, t� ii "' ® WATER VALVE ia /N L 12646 P. 869) 4.3 X m 0 Q p0 y a 0 `': G X - x 4.4 :J I- x ________ x IXI , c`j +5.43 SPOT ELEVATION 1P314,ralw rRw-' mM rR M� rRMI� r� r-: �sl N.sd k.'4 k.6sf n 4.9� k sd IP4 / os �. 0 ti a 0 • I"' H:ti: IOO t `OJ co `OI `OI IOJ�� i 3 WATER METER v-I.�J 1 I ::17-.1 1`-� 1571:4 M ..� u) •. 15R.rA 15TZ IrRI_MJ� RI�MJ R� R g RIM 6754 O 1 y�y '�' i5.17f is.3d 0.3ef b.JO al i1.47I ni 3.49 ` 0 ipi ipi Ipp I I spI in I 'Os I '® 'pD' 413 c°(n 1 t_I l-tJ L J L J L J L.J L J L J r r-•: r-' ,-� r--I - rt-1 rI-I 4• © 0 LRIMJ RMI RMI RW RIM11 IRM/ RW RIM ' Z 0.4! �39 Sod 4s.4>t iS.4i 6.I 43 ti.591 lei -/ } LJ LJ L.J LJ LJ LJ LJ LIJ 3 1 .. J 6R74 549 rd �4J RIM In II 5.3'6 1.-3� / �Z L �L U JIJ (J t-J S l-� V S I LP1 � � � � ' � � �J � � X2 .:. :::::::: 3.s s `" "RIM kum.1.7� " y SANITARY LOCATION TES •.• • 100.5 N 4.6 MH3R© 6,37RIM 6� MH1 6.2 4.6 RIM 3 / W ( w X S 02'11'44" W ':e 6.36 s IMs 6.80 W SANITARY STRUCTURE wb��75 j RAMP j 7.90 C. 1.79 BUILDING CORNER / • :•0: • t $T 5' IM RIM 5.7 I Z W A B RIMS s ,�6.90 't .,� X 6.83 -0 \Wl� 1- o �.� :•r.; 8.94 24' :r I l�J�/CT W 4 x N N GT 20.5' 58.5' 1 • X70' DECK 6, 17'^ RIM 4.37 41 '� ST 39' 45' . .. 6.7 6.89 - 7.11+ • R/0 -'1 7.1 O II MH1 38.5' 60' 50.7' rim 5• Z : : X sp B F.F. EL 8.93 o I MH2 51 44 13.3• 1 • •; :•. 22.0' 1 1/2 STORY N o 4 x W W MH3 65' 36' • 4.2 O RIDGE EL_ - 30.85 BUILDING m UA 4' w Y ° ON PILES ` LP1 51' 76' •••:•••• •••••1• ••• rM. • ••••: 78.7' 22.0' :f 2nd FL EL. s 18.71 N, 13.9' (4 L.446 () m �OO . . O �N 50.6' v "I�I'5I.42 N::06'13 00 :•;E: : LP2 s2 46 0 : ° X 8.93 8.93 ,+ -=• O MONUMENT :::44.50.1.:.• UN lo 3,9 3 r 0 4.7 LP3 104' 7T F�'y��G l FOUND FE 4.O °pd DECK 10' w x N LP4 82.5' 98' �rPF'�'c, 0 4'70.4'S oU 81' ` L-- GT = GREASE TRAP O� 4. P' 10��'' O�GEa��aO CBARR� OGOQosSs X \5.3 5.5 ETE o_os 5 7 5.5 CONC. 3.6 ,RAMP \:112 W MH = MANHOLE TANK ST = SEPTIC p` �P�p�V 1t• Get. \ CONCRETE COVERO 48.1' Xft LP LEACHING POOL O t��G�JP �Q� �oST u IP 43 1 STORY 10 of ���{,�,� P-� + �1 LAWN h MARINA Q GQ CONC. PAD n X g ACCESSORY a G•�� FOUND W O EG X co �e( (MONUMENT) 48.1' 22.'7' NOTES: .5tIf _______AJ 5.1 3.8 S 83.43'00" E G N. �/ � 18.38' N. 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT 1.1N. PROPOSED NYS OPRHP \ Iii �1 37~ E �"..,01114,...5.92 S 00'47•12.1'07" E PURPOSE. TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL EASEMENT AREA FOUNRIEBDS X 5.1, "'pO 2` " E 5 0x.19. 0 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND 3 \ • S 02'22'54" E 0o wALKwAY ��� •Z W ` THEREFORE THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS. \ .te wo f 5" E 5,4* tr 5.32' s 2 ' EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT ?jes�1.�, '� `s 975 x '44" E 0 24-34• ��f N - ' o SHOWN OR ADDRESSED. ♦�y'cat, 32.E w.. 11111 o S` ,yt S 01'30'29" W �� S 3.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS �'.� { 25.200 °�, o • SURVEY. t[ J •�• /�t. '/ �o" P ' F, y 4.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR �4 �‘,` e �����P9 °. CONSIDERED AS PART OF THIS SURVEY. ;\ . ;, , 4Pc. Oe° 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE 3e ,' , 5 CUTCHOCUE HARBOR PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND ��� THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES. �� Q, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO 3 /� :::s;e�,� S 3275.54" Eill BUILDINGS OR ANY OTHER CONSTRUCTION. �) • 9.16' ` °, 8.LOT AREA = 93.588 SQUARE FEET OR 2.148 ACRES. 1--1"-----77.:i.- ire'''` `-H' . ' ��� Ir.�' ♦ • S 22`14'14" E o f �, . � ��.` ;;��. € `O � - +�- :• 11.26• TAX LOT 22 & 23 o S 9.ELEVATIONS SHOWN HEREON REFER TO NAVD, 1988. • 1 `� I',� a �`. . :.F r� . .' N 89'51'08" E LAND NOW OR FORMERLY OF ' Si 1O. BUILDING OFFSETS ARE SHOWN TO FOUNDATION. I - 14.84 TOWN OF SOUTHOLD • .00. nr pr•- '�� A.;j6.0� "BOAT BASIN" r■rzi�a� °,y __:__-._.__.__o6. a 5 • Q , W S 8Y17'57" E °/ ' 10.90• 6•041, 2/12/16 CW CLIENT COMMENTS e AtO. ._co ° Date By Revision ,,,,.. ,,op alb1FAI n i Surveyed by: R.B. Drafted by: A.V.R. Checked by: C.W. • � �.le' �' Barrett ,, 4 N �� o� N^ �Po Bonacc� & llp� PC >r� �K Van Weele to \, 06f/046, ...N 0nid ta, ,,_,,,,,,,,,,, ,, - "�� O� Civil En ineers1 g 175A Commerce Drive t. 4 �, Hauppauge, NY 1 1788 ,‘ CE ,p ' 01)46' Surveyors T 631.435.1111 •rale s e>7s'rz-E - 0 0 2�.s4• II'� = 0111 6.4110 ) Planners F 631.435.1022 40101111111 �► www.bbvpc.com k 00 tlIF,( 11 v- 6.11'oo� .I �G Tax Map. DISTRICT 1000 SECTION 117 BLOCK 8 LOT 18.1 a Ii v i• G.• Ceians irdioaled hmoon wvs mode in111 0cewr �e PROPERTY N sd cont . rnis SITUATE if: lard Surveyors adopted by the New York Stole o 4 certification Is only for the fonds depicted hereon Q i tl is rat certification of tide.zoning or freedomLK of encu bravoes. Sa d oertikoations shall runNEW SU �O24 J �, ,' only b the persons and/or entities listed hereon soil pe900 ` �� and are not '°additional F"'Son5, TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. QI �I • entities a wbsequenr owners. t Q 5041/79.0o Osg N oW Unauthorized alteration or lion b this survey FINAL Q Q k o Section 7209 of New York F, 91 oaf' h survey map not bearing the land State SURVEY risurveyor's embossed seal and signature shall R not be considered to be a rue and valid copy C) 2016 BBV PC UA: FINAL • Date Scale Project No. Sheet No. t Q VIEW: FINAL FEBRUARY 2, 2016 1" = 30' A120278A C�T � ` ;' [5 +i , �;- Iil Iii NEW SUFFOLK SEP 262614 �11WATERFRONT FUND e t'.lcl?cmo . , Main Street ri7,nnin,1 F0:arc _---- _�____� J New Suffolk , New York TEST HOLE DATA �Y'. ;'.•_A . ."IN: I SCHOOL HOUSE CREEK PERFORMED BY: STR EET I KING BOX 1000 SOUTHOLD, NEW YORK marshal) paetzel _ _ _ _ LAND NOW OR FORMERLY OF PHILIP LORIA Li, w w w w 631 .765.3677 LANDSCAPE ARCHITECTURE rA r' EXIST.OVERHEAD N ih N- c° $bo ^K In N I ORCHARD STREET COMPLETED ON: 06.'11 .2014 @ 1 1 :10 A.M. NORTH FORK HAMPTONS • O ELECTRIC SERVICE ci o o o M M in OR M o- N Cl ° APPROX. HIGH TIDE PO Box 478 PO Box 1397 I Z TO BE BURIED, N N 00 CO h O Q b EXISTING FISHING C\IL RE-ROUTED h N ti o< Mattituck,NY 11952 530 Montauk Hwy,#203 STATION "7 0 PREMISES TEST HOLE BORING - ELEV 3.9' Am g nse Y 11930 — SUBJECT a a tt N EXISTING ` -� -- — EXIST.OVERHEAD �� ALL PILINGS A71,..0 BE REPLACED u_ KING STREET phone: (631)209-2410 GARDEN ELECTRIC SERVIC 4 b, OR INSTALL IN CATIONS AS n ~ ► WATER ENCOUNTERED AT ELEVATION 0.7' fax: (631)315-5000 ROTO REMAIN o ( ) w w email: mailQmplastudio.com TO REMAIN E 134.00' E^ NOTED TYP. N w w EXISTING ► S 83 _ _ /� _ _ _ 1 _ _ _ ONEWrli Z W — -'f '• L O EXISTING SUFFOLK EL 3.9' EXIST.GRADE Engineer (Sanitary) DUMPSTER I IIIIHHH1itI III H I HIII 'II IIIA OH Alli HVIII ID .I X11 = ---- ipv NG CO AVE N 9 &PAD TO o PROPOSED VEGETATED BUFFER _ , ` NCRETEq MAIN STREET 4 MIXED SAND REMAIN _ ( t . = _ li o , , ,O ND STONE E CI I T(/� H UE �. EL 2.4' AND LOAM 1.5' Joseph Fischetti, PE PROPOSE N0\\:\,,i\\__________, Q • �Y �✓ vOG ° ° - FINE TO Professional En ineer / N ', oz w 9b'H.SOLID• _ :oOQ a_o 0 a , `` ° ° COURSE 1725 Hobart Road CEDAR PLANK O O e O O O O O O O O O O O O O O o IIIa 0 HARBOR N EL 0.T SAND_SW 3,2' Southold, NY 11971 EXISTING o12456 789101 11213 145 16 17 18 FENCE AROUN Io II, ' , JACKSON STREET EXISTING EXIST.DUMPSTE� WATER LIN v) EXISTING - / I ---- O WATER TO REMAINRESIDENCE I HOT BOX �' I � s ° aW +WATER =LEC ELEt , I 3 44 a w PALE 80 2 , I- IN 0 SAWCUT EXISTING VALVE 37 9'X19' 1 ;;pi, 32' BITUMINOUS PAVING ;!II' lit:___:_ic,,,,,..;PARKING SPACES (2) 8'X19'HANDICAP a ,;,�,,,�,�_ BROWN < .-, PARKING SPACES W/ I,, ,, , FINE TO <C< D N C Oj ASPHALT PAVING \ EXISTING PERVIOUS C� 8'X19'AISLE oin ,- cn EXISTING COURSE APRON AS PER \ GRAVEL PARKING AREA rr-- p (ON CONCRETE SLAB)03 MARINA/ "I O SAND- TOWN HIGHWAY0 TO REMAIN 1'"J;;P-.- 30"WOOD DOCK , SW N S 83°47'30"E \SEE ) ACCESSORY \ / (TYP.) ` •SPECIICATIONS • SITE PLAN FOR PARKING LAYOUT P'rp'' / 13.0' (SEE DETAIL 1) 60.00 FFE 4.71' iill0\\16 w F O �o I"PROPOSED WATER I SEE SHEET L2 FOR !''i!'i,'' C KEY MAP \• SERVICE LIN=_ 30"WOOD DOCK (TYP. DRAINAGE+ •• ;jl,,� , PARKING CALCULATIONS: ON \ • % ROOF DRYWELIs I';jQi,-� 1 =500 i,"''''''ice u' 19 20 A_CD 23 I'24 2526 27 28 29 30 31 1 33 34 351 36 .2 �� q �I �� He .Hc 26 . N 0 0 RESTAURANT: 66 SEATS @ 1 SPACE/3 SEATS _..,.--..._—. _...__. �...__... S� � o �' �` ('~ �` \9� � =22 PARKING SPACES • 1 PROPOSED s MARINA: 1 PARKING //. ., . . . T vt P in D -�- GONG. p RV OUS • .,�•-► TAX LOT 22 & 23 = 1 SPASPACE FOR 1 EMPLOYEE T. —I PROPOSED WALKWAY GRAVEL . C ''' UIIIIIIIIIIII��IIII�IIIIIIII�iii-. I PROPOSED , BOAT SLIPS @ 1 SPACE/SLIP sIh 0 a _ WOOD HC LAND NOW OR FORMERLY OF - • 0 �.�oos — = RAMP BOULDERS TOWN OF SOUTHOLD -15 SPACES • IN 83°47'30"W oN Fre C PROPOSED 6'WIDE ' PROP. ;I ' PROPOSED , o WALKWAY I Low ___--__ _-__..-__ WOOD A � W EXISTING BOAT BASIN r TOTAL SPACES PROVIDED = 38 SPACES —._ %WALL._ _ I 1 ih®�IIIIIrim LSTEPS •��r N TO BE RENOVATED, AS SHOWN -' — ���� 4' (INCLUDES 2 HANDICAP SPACE) • EXISTING - � �5' o N (DESIGN BY OTHERS) COMMUNITY �'�_ `� o ---i C lik I I GARDEN = I _ PROP. �' PLOTS _ STEEL SITE DATA: TO REMAIN IIIA I STEPS O N 161.4' '--�-' o ` SCTM#1000-117-8-18 EXISTING I II -- --ii m _....-- % 3 ALL PILINGS ARE TO BE REPLACED O TOTAL LOT AREA PARCEL #1 s� o COMMERCIAL a II m o I OR INSTALL AS IN LOCATIONS A C ( II PROPOSED -� �.._,." M BUILDING -- — — ° NOTEDLOT AREA. 100,636 SQ. FT. 310 ACRE c GT ,. RELOCATED I WOOD STEPS oI o N TYP. 0 6 (2 S) ler\ 1 f ' UPLAND AREA:93,588 SQ. FT. (2.148 ACRES) I I 1-1/2 STORY PROP. _ I1. ' N f,, C O I— • EXISTING MARINA LL� ' I COMMUNITY I I ACCESSORY I WOOD l ': r w f' I E GARDEN I I I BEACH AREA:4,229 SQ. FT. (0.097 ACRES) W I G 'PROP. v_ PLOTS I I I CAFE W/ II ` PROPOSED I WOOD DECK ")°'• C TO REMAIN ST ADDITION "'' 8 M 30"WOOD DOCK ' BUILDABLE AREA: 89,359 SQ. FT. (2.051 AC) EXISTING I FFE-9' LAWN diik C I BARN/ - " (TYP.) • STORAG BE L_ -- _ —I _ I SEE II Nq (� REMOVED I I ARCHITECTSAN ' II •-•-•---z_ ', O PLANS FOR 1 -�---- 3T•2' iso EXISTING 5'X60' �� DETAILS • �) r1 I = r FLOATING DOCK . / IQ EXISTING EXISTING II m�O �r� LL "� COMMUNITY O -1 I AREA TO ^I GARDEN wp0OP; PROPOSED N �.ie. 30"WOOD (^ ▪ REMAIN w PLOTS DECK1 70 I, WOOD STEPS 4 a TRANSIENT DOCK III ;a o TO REMAIN N �'.# s ob, (TYP.) NEW 30"WOOD DOCK ' z111 CN So h PROPOSED 1 JI • °� vF,. CV o LOW WALLS iii =, F s 30"WOOD ALL PILINGS ARE TO BE REPLACED W Z 4.�, 1 /% TRANSIENT DOCK OR INSTALL AS IN LOCATIONS A C lb W I _ / C (TYP.) NOTED (TYP.) O I"' - i S 83°45'00"E 241.03' NYS OPRHP w O .. \ Z ? �o Q APPROX.LOCATION PROPOSED, PROPOSED \ /; w w O•Z -v) F PROPOSED SANITARY. BOULDERS CONCRETE \ EASEMENT .,;2 - N ' !Fez(' I SEE SHEET L2 FOR DETAILS RETAINING WALL I \�; BOUNDARY „,,,2%-,,,,,; o P z ^ o f UIQ c I n_ 0 PROPOSED \ • s M h °, REPLACE IN-KIND 2. F Z I O m CONCRETE STEPS \ \�� /� ti Z 10'WOOD DOCK C W.Q w \-9 \ (1 of Q • �% �' W J \ o,, w I N n.. FO \.00, ”' F. w Q V \ f \.\ ��> S b �a I I • 0. b� w W EXISTING GRAVEL \ \ S N M o M N- e AREA TO REMAIN• \(l•am •\ - v) ti 00 N t,q o N tn \ • • \• I • \• • \ EXISTING NCRETE TO REMAIN • I \ • Ti., 111111 \ \ EXISTING EDGE OF •\ ASPHALT PAVEMENT-- 1 \ \ \ vow ) 172.94' C N 83°45'00"W 192.94' •\ • kipi\ — �ibk Iti I '� s�4o EXISTING./ EXISTING \.\ , 0Q a 46;39"E 427) 60 CONCRETE d , �� SIDEWALK TO BE REMOVED • \ gip a , Q o ,� c ]° 060 o'.' EXISTING GRAVEL � cDATE,,,,,,_,RM` ARKo° a ,, NOTES: �* AREA TO REMAINW QTlENLI(DNUEL,17:3Acwo,N2G APPARENT NIGH WaMAIN ;� 0121. EXISTING CONDITIONS BASED ON iip C] , PROPERTY LOT CHANGE PLAN PREPARED BY: L_I o el EXISTING N 8103'16"W ippc) . :111111Lip Ili c) BARRETT BONACCI 8�VAN WEELE, P.C. CIVIL a ENGINEER,07.05.2012 STREET Z LAG POLE l , Q0 2.TOPOGRAPHIC INFO TAKEN FROM TO REMAIN � , 1111c) a � , ,„ %a �, / JOSEPH A. INGEGNO LICENSED LAND D 111.% SURVEYOR LS49668 - Oecebt741111:s...„,:( Q ( ) - el a , 3 N W LLS p� c] � I4 , O E LOCATED WITHIN 100' OF EXISTING / / CI a cmiii\__,,,,,,,,,,,,,, o �► PROPERTY. RESIDENCE , ilk :� ib I aH/Gy WATERR12646PA ft „,, (ID N 88°43'33"W 176.52' IHISTORIC /..< Q MARKER FOR / EXISTING BEACH LEGEND SUBMARINE BASE ` 1 Q i F. - - --I PROPERTY LINE • (c%1 \ ' go ss Sb1�• b I I ip -•—•—•—•- 75' / 100' SETBACK I a — EXISTINGF— • • • • H s����° WATER LINE r,° ,mss f O‘ ' s o, _• __•••__ PROPOSED WATER �O, F 1 %" NYS #6 ASPHALT ' SERVICE �, go6).-- cc. , �, I WARING COURSE > F___. ____1 NYS OPRHP �`p> o- C.. Ye" TYPE-3 BOUNDARY 1\. 2 NYS TYPE 3 c, ASPHALT BINDER ONS 2014.08.19 vl I SAWCUT EXISTING ASPHALT DATE DESCRIPTION REVISE SANITARY REMOVE BARN+ AT EDGE OF APRON 6" COMPACTED CLEAN WALLS RCA SUBBASE 2014.09.25 REVISE AS PER TOWN PLANNING MEMO EXISTINGASPHALT , DATED SEPTEMBER 11,2014. TO REMAIN (FIRST STREET) EXISTING GRAVEL TO REMAIN / eilegememaimmoliwilmiliveini1 i iii= r7,:-+-7.- NEW SUFFOLK ',`.Ili tlj i,,l 'II !' SEP 2 G 2014 !Pi' WATERFRONT Main Street New Suffolk, New York KING STREET__ __ __ __ TAX LOT 17 TEST HOLE DATA LAND NOW OR FORMERLY OF PHILIP LORIA LEGEND w ,) w w PERFORMED BY: W �O EXIST.OVERHEAD N M N - N _ N o ,n^ M M v N Mio'''., ., PROPERTY LINE W McDONALD GEOSCIENCE >� =�.. O ELECTRIC SERVICE M g -4- o M M 00 o NH BOX 1000 SOUTHOLD, NEW YORK I -iZ- TO BE BURIED, `" `° �„ o o EXISTING FISHING " °° " " " -I 631 .765.3677 , , co N STATION y I RE-ROUTED - __-_ ___-_ _ - - - - -_-._.-. - - -•-'-•-•- 75' / 100'SETBACK COMPLETED ON: 06.11 .2014 @ 11:10 A.M. �-- co I EXISTING H EXIST.OVERHEAD �� EXISTING DRYWELL TO GARDEN I ELECTRIC SERVIC CP v^ REMAIN.SOLID LOCKING APPROX. HIGH TIDE marshal! poelzel (BOYSCOUTS) N TO REMAIN a' / COVER TO BE ADDED rn I I I I I11I II111111II I I I HAYBALE/SILT FENCE LANDSCAPE ARCHITECTURE ▪ TO REMAIN -� T o BY TOWN OF SOUTHOLD. N TEST HOLE BORING - ELEV 3.9' S 83°4730" E 134.00' - _ _ ' - - - ' - ' - �r - EXISTING 6.7 - +5 5 NORTH FORK HAMPTONS I�'ITI1111111 1111111111111111111 1111111111111 H-111111111111111111111111111 Iltf +H 1111111111111111 1 DUMPSTER ! AREA OF DISTURBANCE / WATER ENCOUNTERED AT ELEVATION 0.7' PO Box 478 PO Box 1397 ▪ &PAD TO T / / `� o , ! / / , 1 / , 40,291 S.F. REMAIN / ,' " ; No / / / % �.... / I ..��' -. ' \ CUTCHOGUE Mattituck,NY 11952 530 Montauk Hwy,#203 PROPOSED! _n o / In N _ EXISTING Ama ansett, NY 11930 6' H.SOLID �i o /% /o• / / � `° C° FWATER LINE CEDAR PLANK - i /' / / ; vi to , r EXISTING o / / / / i i _ HI\RBcR p ( ) hone: 631 209-2410 fax (631) 315 5000 FENCE AROUN WATER LIN W ,� "� 1 _„•__„ __ PROPOSED WATER email: mail@mplastudio.com EXISTING EXIST. DUMPSTER' EXISTING -_ , ijAr Bazex i� �� i��i.�i� �'/�.���z SERVICE RESIDENCE TO REMAIN HOT BOX - ',' % 1 S 80° , _ PROPOSED �W +V LVE roc,. I �. 5 W.X 13"D.X 487 L.F. / /' '' ' ELEC / j ELEl O 33248 F ! NYS OPRHP EL 3.9' EXIST. GRADE Surveyor/Engineer: co A / ;' f Barrett,Bonacci&Van Weele,PC cc(Ni � A A GRAVEL FRENCH DRAIN. , / / / j ° EASEMENT BOUNDARY SEE DETAIL 1. // c / j Ij ` PROPOSED MIXED SAND Hauppauge,NY 11788 cn 175A Commerce Drive • NAY BALE /" EXISTING PERVIOUS " / �' % �/ / /' / c� / EXISTING PROPOSED FRENCH AND LOAM phone: i / `" LEADERS+GUTTERS / �' DRAIN EL 2.4' 1•5' p one:(631)435-1111 I FENCE TEMPORARY % / GRAVEL PARKING AREA o`CONSTRUCTION '/ ;(TO REMAIN / ' 0D ' / MARINA/N ; / / O BTRATION AREAENTRANCE- % /iS"83°47'30"E ) / / j - ACCESSORY FINE TO SEE SITE PLAN FOR PARKING LAYOUT 'NSEl'b AIL 3 ; //; : 60.00' / , j / / / % / FFE-4.71 I / /, C f' �.•; PROPOSED INFILTRATION OURSErn ' Ki+ , ' , / 1 2"PROPOSED WATER ,' /' F� /i //jjji . . AREASAND - SWSERVICE"LINE /' ',// EL 0.7' 3.2' 0v\ • • N ? " ' '' / / ' / ,,' - ! '/ , ,' '/ /PROPOSED ' 1111 w --- 9.0 EXISTING ELEVATION I +4.6 PROPOSED ELEVATION °' //-/ - -...- /- -_...- -_...--... CONCRETE 26 N n ' •2' ►. WATER /j H/C PARKING N co f C �, • IN • //, %%�/� /;�' % j% ;%moi, 14.0' PROPOSED /\, e C PALE I + r „I ,(,I' X1,11",111I1III 11„ , PROPOSED ' ! ONC. PERVIOUS BROWN EXISTING 3 \'r • CONSTRUCTION ,`�: v • _ WALKWAY _ PROPOSED ' GRAVEL ELEVATION so 2 • � STAGING AREA- ;Ilk mum= M / +6.5 I' �pII S WOOD HC +3.5 FINE TO • (TYPICAL) I i ��I �IIRII S RAMP ' PROPOSED I COURSE I o ,5.).; s'-'9•,0, 1 893 S.F. `.-�� BOULDERS C N 83°47'30"W o , \gq PROPOSED 6'WIDE 1 , +TS.7 5 =_ "PROPOSED ' • 25:71SCK I WALKWAY ,l M, WOOD I +4.5 , SAND - I / . ' %/ /' { // +711011.1111111111 7.0 'll� �� I,. 9.0 STEPS M � S W - _. _._._._._.IIm1 IuI�p�pplllrlir IIIIII ��• a a EXISTING1 r i / / N • COMMUNITY E E k� n F a I _J L J L- 1111111111111111111111./ \ GARDEN - - - - / PROP. PLOTS I _ _ 1 I 1 I ;' / r h }; / PROPOSED I-- r r >� r -- r----r r ,\ _ • +9.0 STEEL, -' / TO REMAIN E E F� J' 1-4 d. ` /' II'® I I / \STEPS / INFILTRATION AREA L J L____I L__ J L_.:__)' L____J\ / r 1,226 S.F.x 9"DEEP 161.4' ____ __ i ROOF CAPACITY- 919 CU.FT. EXISTINGI r - -1 r -1 r-- -1' r--- 1 1 1 1 I 3 E I E f 1 , r ;"��;r*� F y I II ' / `,,' _ ' PROP. a COMMERCIAL L -,--J L <a J,t .4,_-J, t--,---J�--r--JL- --J - MH II II fi /BUILDING M+ #+ `L - _I 1 III `1 ROOF M I r J r {i -r r_ r r -r r� _r i' r �O' 'MIN: I // DRYWEL I N I I __E I--i E ,-- 0 }-1 •-1 y-1 I\ /\. I G -- RELOCATED ;�\ /' SEE DET IL 2.. +3.2 0 L_ J L J L.' J L-....t.1 _J L_ J \ \ r, ,,,�' rSCHOOL HOUSE CREEK SITE DATA. EXISTING ' / 1-1/2 STORY PROP. = / " _ uulTOTAL LOT AREA PARCEL L.. • -,__ / MARINA II ti ' / I- r r 1 r,---i r- 7 r;'-_-7 1-7-1--1 �, resr I ROOF I;' / C° W ' N COMMUNITY I E I--1 E '11--1 r� 1--1 ,,' �-i rte. 1--i r� I-_---IM / WOODr CE #1 W I GARDEN L _J- L_ -I__J L_-__J L f-_J L-=- J'L. __J HOLE II ACCESSORY DW 2� PROP. W O PLOTS -I 1 r � _ �� �_ - % ' IIr CAFE W/ DECK �� -PROPOSED 5' 0+ •OD DE* in ORCHARD STREET TO REMAIN E F i E �1 . r �� 'r F� ST r` _--_-- ADDITION _ I- EXISTING L _I__J L J L-_a__J L'__I_J "L__i__J L_-_ J j FFE-9' LAWN /. S 1 Q LOT AREA: 1 0,636 SQ. FT. (2.310 ACRES) 0 to I BARN/ ` ,r '-�' r r--'-`1 r--'- 1 \ � " '/ II I ' I / C � UPLAND AREA: 93, Q. FT. (2.148 ACRES) STORAG rnMIIIIIIIIIIN E--r-4--1 - ,• TJ -� I--I r� 1--I 0 1.----'-M'i , / / II SEE 1 I 588 S `t L J L J L_ __J L __1J L_ _J L_ _J - ,, SUBJECT I •. TO BE - / II ARCHITECTS ! /lam PREMISES PREMISES BEACH AREA: 4,229 SQ. FT. (0.097 ACRES) II " KING STREET (� REMOVED _ PDETAILS LANS R I' (I N 31.2 �� D� ' " _ ! ,_ _ _' /--1/ROOF; `� w BUILDABLE AREA: 89,359 SQ. FT. (2.051 AC) r 1 r 7 r- 1 r-' --"1 r----71 r----1 , I FH ^/ L__ J L E/ J L_ '_J L_r,_1 L_rl_J L_rl_Jr % - I '' ', , I I 3 W WCZI I - DW3 / w �.EXISTING EXISTING _.._.._._.._._.._.._.._._.._.._.._.._._._.._.._._.._.._.._.._ / I / ,i+ prIHIIIIIIIIIIIIIIIIIIIIIIIII / Lu I V N w to COMMUNITY �'. �'` - +90 _:.�.._.._.._.._.._.._.._.._.._. ^. W m w n-, �: NEW w GRAVEL___ h i ' � TOP SOIL I PROP. +9.0 + \ ,+3.0 Yx f SUFFOLK fY ---------, I GARDEN i, // / ro i BS woo. I / / , ., AVE N In AREA TO + +8.0 .'',/r://,', .'. PLOTS / STOCK PILE Ki 1 III < REMAIN DECK I TOP S011 ui i i> f MAIN STREET '0 Lu AREA i r O TO REMAIN ( ..;! r / I STOCK PILE I �' "s'r d' 1 `....., 982 S.F.' / i -'... I I / 6 Or o q I ix) cq s• I i 'AREA 1 -• z) h y- % 706 S.F.' / / i % ° ii 0 0 0 0 in. N o ��� / /. 1 4 / / 1 W ... 1 cn ... .:.. ,BS.5.3 u. W > r" JACKSON STREET z'= + c Q S 83°45'00"E 241.03' NYS OPRHP W W I o'z 0 + I \ EASEMENT eO kr N zo ^N ti ° �. W a 01* �) Ce \s BOUNDARY ��o c N ^ a L. O O m PROJECT LIMITING FENCE • •'.' �-9 - Z C' -' , Z I F- THERE ARE NO \ • < �� �'a r w UNDERGROUND STAKED STRAW BALES •\ \-yy Z GAS OR ELECTRIC WITH SILT FENCE. SEE DETAIL 4. • \� ro 0I Q FACILITIES ON SITE AREA OF DISTURBANCE=40,291 S.F. N LI oma. u' W \f0 • \ "' a \��� \• \ oLu in b Lumaf. W W KEY MAP EXISTING GRAVEL •\ M • oto 1 1 '1=500N + AREA TO REMAIN \•�0 \ Lo csi °D•\ N N h M . N • \ • •\ \ Drainage Calculations and Structure Schedule vi I \ + co \• • \• EXISTING CONCRETE TO REMAIN Drainage Structure Size Top of Drywell Elevation • EXISTING EDGE OF N --- - o \• \ in \ + I, Marina AccessoryCafe-Roof Area= 1,725 SF ASPHALT PAVEMENT - d I F- \• •\ • L - • dam•' N 172.94' N 83°45'00"W 192.94' \' •\ + - '� = 1,725 F x 2" rainfall (.167) = 288 Cu.Ft./10' Dia. Drywell (68.42) =4.2' depth req'd \ ••\ - - _ - S7 ° DW-1 S 10' Dia x 2' depth TD-5.2 �t I 4 4639,E , 2' \ \ 11 62 DW-2 10 Dia x depth D- • �... 60' p T 5.2 + EXISTING EXISTING ONC ETE \ / I �Ir. I _ DW-3 10' Dia x 2' depth TD-5.2 SIDEWALK TO BE REMOVED `it-� •\ % h o I 't N a EXISTING GRAVEL % a 6' depth/410.5 Cu.Ft. provided • ', v' AREA TO REMAIN T/ELINEALONGAPPARENTHIGH WATERMARK o 0o hAAIN - ExistingMarina = W I ON JULY l0,2012 = _ Accessory-Roof Area 1,470 SF _ - I I I Front Lawn+ Landcape Area 4,000 SF(x.25) - 10005E m e, EXISTING - N 86003'16W - ` _ ` I I I I o. 2,470 SF x 2" rainfall (.167) =412.5 Cu. Ft. Required '-� STREET o LAG POLE 81;72 cv N Infiltration Area: 1,226 SF x 9"Avg Depth =919 Cu. Ft. Provided z TO REMAIN + - , i , _ �.� I, o in / - N I 1 \ ll I 11 , Existing Gravel Parking Area= 11,807 SF(x.60) =7084 SF NOTES: _ °�9� �_, 1. EXISTING CONDITIONS BASED ON `� -+ �5���y`� Proposed Concrete H/C Parking Pad=475 SF PROPERTY LOT CHANGE PLAN PREPARED BY: EXISTING -" - .. 7559 SF x 2" rainfall (.167) = 1,209 Cu.Ft. Required BARRETT BONACCI &VAN WEELE, P.C.CIVIL RESIDENCE M 4 / _ I I + - 1 ELIBER J2646 PAS 69.E ( ) ENGINEER, 07.05.2012 French Drain-1 5.5 W x 13 D x 487 L x.45 = 1301 Cu.Ft. Provided 0 NIGH SER LlN N6�? \ ' 176 52 2.TOPOGRAPHIC INFO TAKEN FROM ��O N88°4333"W JOSEPH A. INGEGNO LICENSED LAND NOTES: SURVEYOR (LS49668) 47 +r+ + 3!a�• Leaders and gutters to be connected to DW-1, 2+3 with 4" PVC Pipe 3. NO WELLS LOCATED WITHIN 100' OF HISTORIC �i EXISTING BEACH ri MARKER FOR PROPERTY. SUBMARINE BASE I / I m / \ ' 0_ \ ] ' Leo .„._ N ASOri Oao d a I + V /0 c?- 'S N �j 0' � �i p, �0`0%)' + c`� WOVEN WIRE FENCE 12"x2" OPENINGS - 14 GAUGE 48" MIN. FENCE POSTS, DRIVEN P• T MA •N C NT • MIN. 18"INTO GROUND. [POST TO BE EITHER STEEL OR 2" HARDWOOD REVISIONS DATE DESCRIPTION = U 2014.08.19 REVISED DRAINAGE+CALCULATIONS 'III 0 m TO INCLUDE EXISTING GRAVEL PARKING SDR 35 PVC PRECAST TRAFFIC I = AREA AND ALLOW FOR 2'SEPARATION 50' MIN. INLET I TO GROUNDWATER. SEE PLAN PIPEFO' BEARING CONCRETE BUT SUFFICIENT TO KEEP11111111.......w"1111111111 ..1 .1 2014.09.25 REVISE DRAINAGE CALCULATIONS FOR DOME OR SLAB TOP f� SEDIMENT ON SITE - �- GRAVEL PARKING,ENLARGE FRENCH PIPE SIZE HAY BALE AND/OR Fig. CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED c`nv 0 DRAIN ACCORDINGLY. REVISE'AREA OF 2'_0" GRADE SILT FENCING ',i; 3/4"STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. DISTURBANCE' gi f ismselipl niElifi::�.iptimq MAX �.•❖•••••_•---._._� .❖.•.•.•.•. � �, •t8_0 :.1::::: TOP OF DRYWELL I FILL T(O 18 (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE 0.11 5'-6" SDR 35 PVC •�-*1t1.1 ,i,�i,� SEE PLAN FOR I O . F� OVERFLOW PIPE ❑ ❑ I I ❑ ❑ '%•:❖e: ELEVATION) rn IIIIIIIIIIIIGRADE % o s e a l SEE ❖.•. ❑ R .•.❖:•. 3, 0..M %----117)11:-.-:-----, • . ` -ti-?- . .. PLAN FOR ❑ ❑ ❑ BACKFILL - MINIMUM G� = o VP,P,�t �"�Z .... .... rn - GEOTEXTILE �0 , 0 0 0 , 1" PIPE SIZE ..••. •.•.. -� = L. -.- : a • • . =� TOP WITH LAYER 11:::::::_ ❑ ❑ I I ❑ 0. AROUND DRYWELL WITH 0 = = TIED TO WIRE FENCING �' \,\, .. w• • •�•�ii,S,'''°O.o "•� "•�• 3, .❖.•.•. ❑ ❑ I I ❑ ❑ 1••••.•.• " „ �, �, „ ` y '%c Rs o• o oo• o o CRUSHED GRAVEL- .❖.•.• a•.r.�. 1 -1 MEDIUM COARSE rn 0 ., . ,� 8 .... „ ry WIRE FENCE 12x4 OPENINGS `�'� �P <<•. �� •� "�' • �• • • TO MATCH EXISTING SEE PLAN FOR DEPTH =•_'4: :�_�: SAND/GRAVEL O rr, rn o c� 11,111•111111,0 0• �s ..' : �. = : : A' ❑ ❑ I I •❑ ❑ 444.:10:44xi xi 48 FENCE POST „ r 4, _,', �O • • • • 3► 1 CRUSHED " •�•;•�•,_ ❑ ❑ I i • PRECAST CONCRETE p I v,- O �I 'fes ,�• �•e ' •r•r•r•..• a .❖.•.•- •••• EXISTING ��c��cl >�_c��c��c �c��c, c�1� �c��c� ..• ..,. 0 z COMPACTED SOIL O.C. 12, •••••••• •.•.•.•. STORM DRAIN RING Q G� . _ I1=1 1I I I- I I- I I1= GRAVEL -...; ❑ ❑ I I ❑ ❑ :•.... 0 D s s �„ GRADE ,� -STRAW GALE J, , = 11=1 = I =1 =11 I !I I _ :3:444:❖.:. :•:• < U U 'T' 3 GEOTEXTILE 't 1- -I -1 -I I EWE 1 1-1 Ell Ell - 111-F-_1 :%%%% ❑ ❑ I ❑ ❑ :::::::: m �� o 9 O .;g 5 �- •:.:❖: :,:,:, NOTES: rn EXISTING GRADE F �\ E I1=111-I -I1 - IIE11 III-111-1 -I1 = 1 - I- I1- _•_•_•_• ._._•_.= rn TO BE BURIED T 0� =�I=�_�-I -I 1= =1Ti= 1E-_I-�_ =1Ti=1 >�:•a• .-..- z O IN GROUND, APPROVED BY NO _!11=111-11 -11 -111=_z. 11- 1E111-I = 1 I 11T! = FILTER FABRIC M N :::!::::::04:044444444::::::::::::E 2'_0" DRYWELL TO BE INSTALLED -� •S SHOWN E-1 1-11 I=11 = 11E- I I- -111- 1 - 1 --1E I -�1= .,.,.,.,.,.j •�9� •- ul! •,,,. AS PER STATE AND LOCAL IPLANNING =11 -III- =1 -- I=11 -I =11 = 1 -�SUBGRADE - MIN NI � BOARD GROUND WATER LINE \ CODES rilr1 T >1=--I _ _ _ _ _ NON-RATEABLE SOIL a \ ik% CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED ix) 11--)T TII 11 I=L-El =111= 1= III- =1 1 I- 1= 1= 443' T=T= TOWN OF SOUTHOLD TITLE: 1 1= -1 != 11 I �: I = 1= I-1 = =1= I_ 6'-0" ................ :..........., •4 '� /4"STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. - TT1 -il-1 c� ••••••••�•• �•••••••••••� HAY BALE AND/OR =1 =1 =1 -11 - =I = = _ =1 -1 I-I 1=1 '44444.4,441.•••:444444444,14•0 - FILL To " = 1 = 1=1 a 11= 1 - 11- I 1=1!1- I-II = 1 _ 1 __=_111 MIN , •-•-•-•- -••-•--•--•---• SILT FENCING '` 18 (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE 2' _ N „ „ 11 1=111-1 =111= I 1-11 = 1 = 1- - I- I 1=1 1-1 CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL i 2x2 x36 WOOD STAKES DATE - GRADING + = 11E-= =111= = I =1 1=111=1 =1 =! 1=111= COARSE FILL Forr-iI EXISTING GRADE 6 v SDTRIAW BAVEN LE 12 BELOW # A 11111 1 111- 111Ir=111 1E- 11- 1=11= GROUNDWATER CLEAN MEDIUM COARSE BACKFILL ^ ' � .'� STO RMWATER ROAD MANAGEMENT 0 GRAVEL FRENCH DRAIN PRECAST CONCRETE DRYWELL TEMPORARY CONSTRUCTION ENTRANCE 4 STAKED STRAW BALE WITH SILT FENCE CONTROL PLAN Section Not to Scale Section Not to Scale Sectiion Not to Scale Section Not to Scale 0 10 20 AllVt Scale 1"=20' DRAWN BY: S.PAETZEL,RLA ^ DATE:2014.04.07 2 REVISED:2014.08.19, 2014.09.25 SHEET 2 OF 4 NEW SUFFOLK .,: __41 rf � WATERFRONT 1 , I,, Main Street H ''` SEP 2 G 2014 (Lu/I New Suffolk, New York nr, „......._.. marshal) p aelzel LANDSCAPE ARCHITECTURE NORTH FORK HAMPTONS PO Box 478 PO Box 1397 Mattituck,NY 11952 530 Montauk Hwy,#203 Amagansett,NY 11930 phone: (631)209-2410 fax: (631)315-5000 email: mail@mplastudio.com KING STREET TAX LOT 17 LAND NOW OR FORMERLY OF PHILIP LORIA Surveyor/Engineer: Barrett,Bonacci&Van Weele,PC 175A Commerce Drive Hauppauge,NY 11788 I phone: (631)435-1111 EXISTING FISHING STATION EXISTING GARDEN 1 JV 3 MP 3 JV 50 SS 7 MP 10 PV 1 15 PVS 20 SS -15 PVS 11 PV (BOYSCOUTS) TO REMAIN IT EXISTING — Air ,� — — - DUMPSTER l McW------4-` �' ,,Q1 �) ��Q'�`?���w� 1 }"�IIIIIINIIIIIIINRIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIII®�AlBllllll�ill dill IIIYIIIIIDIpIMAIIIIIIIIIIIIIIII11111111111NI1111tlIUilplllllIIW&PAD TO I ep C, - %- :� ; ,OF 117 0'� /'VAIN'4% �a��� UID�IIIn�f llii����I���in��Ii�I IIII��Ni REMAIN ! \ �� d �\ .i //,;;/. /,. // / ;-/ % 7:,, ,,,ti �, h _ — - _ , i, C UTC H OG U E PROPOSED \ '^f-461, �,'I'r'�i 6'H.SOLID ;' CEDAR PLANK p1� HARBOR FENCE AROUND Pl'YiP h 1,,'idP�I EXISTING EXIST. DUMPSTER I EXISTING l?\\1'+1I— RESIDENCE I HOT BOX o I;,;I! 1 VALV+WATEE, ( \\`! •' ......„) EXISTING PERVIOUS 4EXISTING in•,,,,_ P"+ . GRAVEL PARKING AREA p,,, ., ,,,,\,,,___,,: MARINA/ �„!�'�� (TO REMAIN) 15 PV I" I-- ACCESSORY iJ';l,'�o,�\-�-- �"”' SEE SITE PLAN FOR PARKING LAYOUT FFE 4.71' ,\\I,',,\-- ,.\\1\-__:-_-.2---- C 1 �` , �____ C SITE DATA: Iiji'';Ili ', !',!''I'�,\\ \ SCTM#1000-117-8-18 PO \\,,''il TOTAL LOT AREA PARCEL #1 -1031 q" 6 PVS 7 IGC -Q 3 MP 13 PV 21 PV 5 MP 25 S . 3 RV t4 C r, LOT AREA: 100,636 SQ. FT. (2.310 ACRES) 40SS'' , Q _ Q'Q ► , • UPLAND AREA: 93,588 SQ. FT. (2.148 ACRES) PROPOSED P_.. 'Q :v l �D•rf,-- _ �_ PERVIOUS •Q trkf ,'a111 o Ci> Pu ik -="."-=---' h 16 PV GRAVEL Q BEACH AREA: 4,229 SQ. FT. 0.097 ACRES J � 8 AC) . - • - - • - - - • - - - - - np��III' n�I'II �f` pI'II� BUILDABLE AREA: 59S . FT. ( .051 1- 7 � '1�' .:r��`�;' � Illtltlllll'IIII�I�IAIIuII�II�III�NI�IIu ���i���i� 20 SH7.---------____,¢.' �' _.:.:.:.:.:.:.:.:PROP.OSED:6•WtRE....- ,l � rn�.11. ;�,G,� k'�� - ��� � '����'''`' 3 CAP5 Rv - EA• 9 3 Q 2 EXISTING : : • • • • • • • • • • ii ill MEM L . • . ......... 1 .-t COMMUNITY ;;:'.'20:PS-. . :� Q. `l _ -_ I : •' • 1 MPX ••- I GARDEN • • •• • • • �O = -- . _��; 9 PV 3 MPS PLOTS 711:1,,,'w-',7,1,Ki. 'i1� _Q�� - 35 PSF12 PV -:TO REMAIN } Y 1. •S.MF ,� 8 PVS til . � EXISTING :3 AtWI: '�;<11 II ( � COMMERCIAL • • • • • II 150 ASSORTED PLUGS 3 MP :r: II ). .� SPV BUILDING • • • • • • • • • • • • • • 3 IGC 100 SS : r ;I, I = RELOCATEDi 300 AB , 1-1/2 STORY PROP. i =�� ' :•MEADOWTO:BE :•:•:• 3 PVS t ,4.. ..s= C �— EXISTING :. .:.::,:..:.:....: .:.:.:... . .:t. MARINA IIII� �,;� � �^ W COMMUNITY • '-SEEDEDWITH::.-.•...:•: ::200•&*'::. I WOOD. Y s►�' :•:RITTi-E BLUE$TE.4):::•:..: . - �,, SII ACCESSORY 1 GARDEN : :27:OC: ' : DECK 31GC PROP.' �1 MP W PLOTS ::::• • •• • : • • . ::.:.:::::.:.. :.'.: :.'.'.:::..•....:....•.........•..:;..:� CAFE W/ �I Q 11 PVS PROPOSED WOOD DECK I I 5 PV CZ TO REMAIN .50 Al •.•.-...•. S7 ADDITION I �,,. a:50.iJF. . :.);;: I ,�I= FFE-9' �� 35 PSF LAWN . t r .. . . ...: �I I II 3 PVS , ,, � & _ .; "II SEE II 300 ASSORTED PLUGS �,W I; ARCHITECTS _ _ g 111 0 PLANS FOR 50 SS .- DETAILS 11 AB /'�� . . . . . . . . . . . 400 L.L. I 3IGC � EXISTING :.s: _ Q 1 _ 1 MP r, �' -Q���� SRV LL COMMUNITY • • PROP Ogg 3 RV OIC► II GARDEN 10 PS , woo. 3 MP Q Q PLOTS �� DECK Mill © . : .:::0::::::,Q. . TO REMAIN ilgqinT> -,(Q ' i 14 PVS ©0=1 L ��i O QTrI��Q,Q 57 SS ©!�►©�j4l .: : ,, >_ 3IGC NYS OPRHP ,i��, c, Q APPROX. LOCATION 7 PVS 3 MP 20 SS 3 MP 3 CAP 7 RV ' OF PROPOSED SANITARY. EASEMENT ) 7 SEE SHEET L2 FOR DETAILS BOUNDARY �'%���j O 0 I Om % ' Z ,_ C' O C LL,--u, \ O-4* . _' EXISTING GRAVEL m NOTES: AREA TO REMAIN 1. EXISTING NDITIONS BASED ON PROPERTY LOT CHANGE PLAN PREPARED BY: I BARRETT BONACCI &VAN WEELE, P.C. CIVIL ENGINEER,07.05.2012 2.TOPOGRAPHIC INFO TAKEN FROM EXISTING CONCRETE TO REMAIN JOSEPH A. INGEGNO LICENSED LAND — - SURVEYOR LS49668) — - - 1 3. NO WELLS LOCATED WITHIN 100' OF I _- L- I PROPERTY. t I EXISTING GRAVEL MAIN AREA TO REMAIN -------] EXISTING STREET LAG POLE Z--- TO REMAIN / -- / EXISTING RESIDENCE / / HISTORIC EXISTING BEACH MARKER FOR SUBMARINE BASE / / REVISIONS \ / , ' DATE DESCRIPTION 2014.08.19 REMOVE WALLS,ADJUST PLANTING TO ELIMINATE TALLER PLANTINGS LEGEND PLANT SCHEDULE PROPERTY LINE QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE 700 AB Ammophila breviligulata American Beach Grass culm of 3 s e a I 3 AM Amelanchier canadensis Shadblow 12'-14' ht. NYS OPRHP LANDS 200 CP Carex pensylvanica Pennsylvania Sedge plugs <<9 SIA EASEMENT BOUNDARY 9 CAP Clethra alnifolia Sweet Pepperbush 3'-4' ht. ``, ycNPRsHqn yr^+'\ PC 24 IGC Ilex glabra 'Shamrock' Dwarf Inkberry 3'-4' ht. ,` r '''«s, 1- co y� SEEDED MEADOW 4 JV Juniperus virginiana Eastern Red Cedar 8'-10' ht. de ' ) ' / 40 MP Myrica pensylvanica Northern Bayberry 5 gal. .* 'r� ...... ��" 1 MPX Myrica pensylvanica Northern Bayberry 10 gal. cP2, * / 27 OC Osmunda cinnamomea Cinnamon Fern 1 gal. 9/ NE�J �c), ' 117 PV Panicum virgatum Switch Grass 3 gal. APP 'O / 82 PVS Panicum virgatum 'Shenandoah' Switch Grass (red) 3 gal. 80 PSF Potentilla fruticosa Bush Cinquefoil 5 gal. PLANNWA BOARD 23 RV Rosa virginiana Virginia Rose 2 gal. TITLE: 87 SS Schizachyrium scoparium Little Blue Stem 1 gal. TOWN 4F SOUTHOLD 45 SH Sporobolus hetarolepis Prairie Dropseed 1 gal. DATE ////007/ LANDSCAPE PLUG SCHEDULE c- (� PLANTING 150 Al Asclepias incarnata Swamp Milkweed plug d • 190 AT Asclepias tuberosa Butterfly Weed plug PLAN 250 DF Deschampsia flexuosa Wavy Hair Grass plug 100 SSG Solidago sempervirens Seaside Goldenrod plug 0 10 20 fidor- r. 0 Scale 1"=20' DRAWN BY: S.PAETZEL,RLA L3 DATE:2014.04.07 REVISED:2014.08.19 SHEET 3 ()Fit } -.r) NEW SUFFOLK WATERFRONT,: ;; I III SEP 26 2014 )L'Id F I Main Street I _ " New Suffolk, New York ...-... '.'' - ,400°....<1.' : marshallp aelzel LANDSCAPE ARCHITECTURE NORTH FORK HAMPTONS PO Box 478 PO Box 1397 Mattituck,NY 11952 530 Montauk Hwy,#203 Amagansett,NY 11930 phone: (631) 209-2410 fax: (631)315-5000 . email: mail@mplastudio.com KING STREET TAX LOT 17 LAND NOW OR FORMERLY OF PHILIP LORIA Surveyor/Engineer: Barrett,Bonacci&Van Weele, PC 175A Commerce Drive Hauppauge,NY 11788 phone:(631)435-1111 EXISTING FISHING _ __ STATION '0.0 on nn, nn on inn n`0,0�;•,n 0^ ^^ n^ ^n 0.0..:-n 0.000 c ' --- 3' 5540.04'•-• �0 00 on 0n on 00 nn 00 ^o on no n0 no 0.0 00 on 00 ^^ nn o^ ^0 om 0.0.-=';.0 00 00 0.0 00 0.0) 0.0 0.0 0.0 00 00 0.0 00 00 00 0.0 0.0 00 00 0.0 0 0.01 0.0 0.0 00 00 00 00 00 00 00 0.0 0.0 00 00 0.0 0.0 0.0 00 00 00 0.0 0.0 00 OC. u0 0 •,.0 .,.0 00 00 )0 00 0.0 00 00 00 0.0 u.0 0.0 0.0 00 ,,.°A C . r6' 0.0 °A 3'1 OM 00 A 00 0 00 0.0 00 00 0.0 00 00 00 00 0.0 on 00 0.0 0.0 0.0 00 00 30 i 0.0; 0.0 00 0.0 0.0 00 00 on on no no on 00 on on no on no no 00 no on on on on no no on on 00 no on no 00 no 00 nn no 00 on 00 0,30.5 0.1 0. .5__ 0.1 A •' '1 00 0.0 00 0.0 00 00 Oo 0o OC 0.0 0.0 0o OC o0 0.0 00 00 CUTCHOGUE A A 0.0 0 00 0.0 0.0 00 00 0.0 ' 0 c0 00 00 00 0.5 00 c ) 0.0 0.0 00 00 0.0 0.0 0.(. 00 0.0 00 10 00 0.0 0.0 00 CC 00 0.3 00 0.0 00 00 00 00 OLiz"/ / o(3 N.9.I 0.3 0.3 0.1 0.3 0.3 0.1 0.3 $ 00 0 00 0.0 00 00 00 00 0.0 00 00 00 00 00 0,0 0n 0 0.0 01 00 0.0 0.0 00 01 0.0 0 00 00 0.0 0.0 0.0 0.0 C ) 00 00 00 0.0 00 00 0,0 0.0 0,0 00 ,0 0.0 00 00 00 OC 00 011 00 00 00 00 00 0.0 0C/CS 0.0 .I 0.1 00 00 00 CO 0.0 0.1A +: Ao 10 0.0 • 00 00 0.0 •• 00 00 00 00 00 00 0.0 00 00 00 HARBOR EXISTING o 0.0 00 00 00 00 L ' 00 00 00 00 00 0.0 0. 0.0 0') 0.0 00 00 00 00 0.0 00 0.0 0,0 00 0 00 n.o 00 00 Or no 0.0 0.0 00 0.0 00 n0 0.0 0 //;1: 00 0. 0.1 •. o0 0 0.0 0.0 0.0 00 0.0 .' 00 o 0.0 . 00 00 o0 0.0 0.0 00 RESIDENCE J.0 0I 0.1) 0.0 0.0 00 0 00 ,.0 00 0o 0.o 0.0 0. 0.0 O:) 0.0 0.0 00 10.0 C0 C0 o.0 00 0n 00 Jo o 0.0 0.0 0.0 00 '0 o 00 0.0 00 00 00 00 o. 0.1 0. 00 0, 00 C1 00 0.0 00 00 0.0 0.0 00 00 0.0 0: "n 00 00 u.. 0 00 CP 0 00 0 \ 001 0.0 0.0 00 0u 0 0.0 00 00 00 00 00 00 00 00 00 0.0 00 00 0.0 0.0 00 0.0 00 00 00 0.0 0.0 00 00 0 00 0.0 00 00 00 00 0.0 0.0 0.1 0.2 0. 0.0 Co 0.0I 00 00 00 00 0.0 0.0 00 on 00 00 00 00 0.0 00 • 00 3.0 01 00 00 00 0.0 00 00 0.0 00 00 0.0 0.0 00 0.0 00 0.0 0.0 00 00 00 00 0.0 00 00 00 00 00 00 0.0 0.0 00 0°3 00 0.0 00 00 00 00 00 0.1 0.' 0.9 2. 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FT. (2.310 ACRES) B C`/ 00 Ot 00 0.0 J.0 00 00 00 0.0 0C 00 CO 00 0 00 0.0 00 0.0 0.0 0.0 00 00 )0 00 0.0 0.0 0.0 0.1 0.2 0 u..OD 00 0.1 0.1 0.1 0.1 0.1 0.1A //j� 0.1 0C 0v 0.1 0.5 22 4.6C 3.1 0.9 0.3 00 )0 00 0.0 0.0 00 00 0.0 0.0 0.0 00 0.0 00 00 00 0.0 00 0.0 0.0 UPLAND AREA: 93,588 SQ. FT. (2.148 ACRES) 1 3.0 C1 0.0 0.0 0.0 00 00 00 00 00 00 0.0 0.0 0.0 00 0.0 00 00 0.0 00 0n 00 o0 0.0 0.0 0.0 0.1 .2 0.4 1.5 0 0.1 0.2 0.30.3 0.3 0.3 D 0.2 0.1 0.1 ,i.0 0.1 0.1 0.8 2.0 0.8 0.3 0.1 00 0.0 0.0 0.0 • 0 0.0 OD 0.0 0.0 00 00 00 00 0.0 00 0.0 00 00 00 D 0 " ;v:3 BEACH AREA:4,229 SQ. FT. (0.097 ACRES) 0.0 C, 00 0.0 0.0 On 00 00 0.0 00 00 00 0.0 0 0.0 00 00 0.0 00 00 00 00 00 00 0.0 00 0.1 •� 01 0.1 0..-A-3-.mmlI'' ---- c++''''II �II .� II'' '� 0.1 0.1 0"1 0.1 0.1 0.2 0.4 0.3 Ot 0"1 00 O 00 00 00 , 00 0.0 00 00 00 00 00 0,0 00 00 00 00 0.0 00 111111111i.5' !1�' = luu"1 II_ = ulu�lil'll11l� '.u- BUILDABLE AREA:89,359 SQ. 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EXISTING CONDITIONS BASED ON N EXISTING REMAIN 0.0 CO00 00 00 00 00 COon 00 00 0.0 00 00 0.0 0,0) 0,0 00 0.0 0.0 00 00 0.0 0.0 00 uo 0 0.0 0.0 PROPERTY LOT CHANGE PLAN PREPARED BY: Jo 0 001 00 00 00 0.0 00 0.0 00 0.0 0.0 0.0 0.0 00 00 00 00 0.0 00 00 00 00 00 00 000 20 DI on 00 00 ci 0.0 0.0 0.0 Do 0.0 0.0 00 0o Co CO o.0 00 0.0 00 00 Co D0 0.0 MO 0.0 00 00 0.0 00 0.0 00 CO On o0 o.o o.o oo o0 00 0.0 oD o.p o.0 0.0 00 co o.o o.o o.n oD o0 o.o o.o on o.o oo o.o oD o.0 0o nn 1n on no ^^ on n( \ 0.0 BARRETT BONACCI &VAN WEELE, P.C. CIVIL 00 00 Unl 0.0 00 0 - 00 0.0 0.0 00 0.0 0.0 0.0 00 0.0 00 0.0 0.0 o.o 00 o Do D.0 o.o o0 00 0 Do o.o 0.0 00 00 Co 00 00 n.0 OD 00 on o0 0o 00 0. 0.0 0.0 0o DD o0 0.0 0.0 00 00 0.0 00 00 00 oro o 0.0 0.0 00 O co 0.0 0.0 0o u 010 0.0 ENGINEER, 07.05.2012 2.TOPOGRAPHIC INFO TAKEN FROM JOSEPH A. INGEGNO LICENSED LAND o DI or., 00 00 0 00 0.0 00 0.0 0.0 o.o o.o o.o on on o0 0.0 on o o0 nn o.D no 0o ca o o.o Do 0.0 0.0 oa 0 Co 0.0 o Do 00 nn 00 oD 0.0 od ao 00 no 0.0 n.o 0.0 Do 00 Dn no on 00 0.0 oD 0.0 0.0 0.0 0.0 c o.0 00 oD o0 on o0 0.0 0o EXISTING CONCRETE TO REMAIN SURVEYOR (LS49668) _-, - ` - ,)110 00._ Ol0 00 00 00 0.0 0. 0.0 00 0.0 00 0.0 00 00 00 0.0 00 00 00 00 0(0 o.0 0.0 0.0 0.0 0, 00 00 0.0 OA 00 00 00 0,0 3. NO WELLS LOCATED WITHIN 100' OF 00 on Da o0 on 0.0 o.o 0 0 on 00 on 0 00 0.0 00 0.0 0.0 00 00 00 00 CO 0.0 0.0 00 CO 0.0 00 o,D 0.0 00 00 00 0.0p 00 00 00 0.0 0.0 00 00 00 00 00 COCO0.0 00) 00 00 0.0 0.0 DO 00 no 0.0 0.0 00 00 0.0 0.0 D D D.) 00 0o c on o.o o.o no Do o.0 00 00 on no o.0 00 00 00 00 0.0 0.0 0.0 00 00 00 00 00 0.0 00 00 00 00D o.n DD 00 00 0.0 000 O. I I PROPERTY. 0 0 0(1 0.0 00 0 0.0 0.0 0.0 00 00 00 00 0.0 00 00 0.0 00 00 00 0.0 0.0 0.0 00 0.0 00 00 0.01 0.0 0, I ''� 11 0 00 CO Oo 0.0 00 00 00 00 0.0 00 00 0o 0.0 c0 00 c0 O.0 0.0 OO 00 0.0 0.0 0.o DO 00 Do 00 ^^ „ �_.__.•. ••••• 1J' 0.0 00 0n 00 00 00-0.... 0.0 00 00 00 00 0.0 0.0 00 00 0.0 0.0 0.0 1.0 0.0 OM CO CO 00 00 0.0 CO 0.0 0.0 00 00 00 0.0 0.0 00 CO 00 00 0.0 00 00 0.0 00 0.0 00 CO 00 00 00 o 3.. 0,) 0.0 0.0 0.0 00 3.0 u0 0u 0u 00 0,0 0.0 00 00 00 00 0.0 0.0 00 00 00 0.0 00 00 0.0 00 00 00 00 00 00 00 00 0.0 0.0 )0 0.0 00 00 00 00 0.0 00 0.0 00 0.0 00 00 00 0.0 00 0.0 00 00 00 0.0 00 00 CO 0.0 0.0 00 00 00 0.0 •_ 00 00 00) 00 00 00 0.0 00 0.0 0.0 D0 0.0 00 00 00 00 0.0 00 00 00 00 00 0.0 00 00 CO 00 0.0 00 0,0 00 00 00 0,0 00 00 00 00 0.0 00 )0 00 00 00 00 00 00 00 00 00 00 00 0.0 00 0.0 0.0 0.0 00 00 00 00 0.0 0.0 CO 00 00 00 00 00 00 EXISTING GRAVEL MAIN AREA TO REMAIN ----""] -LJ STREETEXISTING FLAG POLE Z------- TO REMAIN / / / EXISTING d / RESIDENCE __ -_ i HISTORIC EXISTING BEACHMARKER FOR SUBMARINE BASE / /' REVISIONS Luminaire Schedule DATE DESCRIPTION 2014.08.19 ADD PHOTOMETRIC CALCULATIONS. SHIFT LIGHTS TO REFLECT REVISED Symbol Qty Label Mount Height Lumens Total Description WALKWAY DESIGN Per Lamp Lamp Lumens 2014.09.25 CHANGE FIXTURE C FROM KICHLER 33 A FX Luminaire varies 6 198 Step Light-Nickel Plate Finish-(2)20 Watt Xenon or Halogen lamps SEASIDE TO GLAREBUSTER-FULL LM:Step Light CUTOFF. CHANGE FIXTURE E FROM PROGRESS TO GLAREBUSTER. REVISE 15 B FX Luminaire MS:Wall/Step Light varies 50 750 Fully-Shielded Step/Wall Light-Nickel Plate Finish-(1) LED board PHOTOMETRICS ACCORDINGLY. B ril12 Glarebuster GB-2000 8'-6" 1700 18,700 Fully-Shielded wall mounted light-Bronze Finish-26 Watt Spiral CFL-3000 kelvin S e a / FX Luminaire �� L -'.z) ,, -�- 21 D19" 103 2,163 Fully-Shielded pathlight-Nickel Plate Finish-(3)20 Watt LED bulbs Q� t.,4,, ,� JS:Path Light `�\ Aly;'ARSy.i, c. LUQ cam. f"' �T -\,\ 14511 2 E Glarebuster GB-2000 12'-6" 1700 5,100 Fully-Shielded wall mounted light-Bronze Finish-26 Watt Spiral CFL-3000 kelvincc.....,...-.fib.: �' �; �' (Security light-on motion detector) 4 . Y .amt•• NW,. t :r / / Lumens Proposed �L 'I' �� -10-1-C.-''s" / ', 9�FD�r85 O`�\�r. Note: Fixtures A-D to be controlled by(2) GLT-900 Landscape Transformer with timer: lights will be set to expire within 30 min. after closing of business or no later than midnight. F NEvJ Fixture E to be on motion detector. APPROVED BY / / / SEE ARCHITECTS LIGHTING PLAN FOR ADDITIONAL INFORMATION ON BUILDING FIXTURES. PLANNING BOARD TITLE: TOWN OF SOUTHOLD DATE ////g/. ♦ LIGHTING ____,_s. N.r,._Aczib •.. PLAN 0 10 20 --\___ 0111 %411) Scale 1"=20' z DRAWN BY: S.PAETZEL,RLA DATE:2014.05.02 L4 REVISED:2014.08.19 2014.09.25 SHEET 4 OF 4 I REVISIONS: --•s 1 ® ® 0 1.2 3.0 3.0 1.2 0 0 J L ' 0 1.2 co e 3.0 3.0 ®3.0 3.0 1 .2� 0 0 C 1.2 3.0 3.0 • : U ❑ U U L -L 2.5 4.0 4.0 2.5 R a TT�� V1 a Z EAST DECK ® ® ® ® e 2,5 LJ ® p 3 3 2.5 4.0 4.0 4.0 4.0 I I 02.5 04.04.0® 86'-4" 14'-0" / 50'-4" / 22'-0" If Z E a �2'-111/2"/ 7'-7" f, 3'-51/2" / 1--� a: 3-CW14 3.5in Mull LIGHTA‘MM '� O L I Q II 0 0 0 0 LI* F. LIGHT LANDING 1.2 2.5 • LIGHT a LANDING r___ { I r- N CX W14 o i .1 + / T- W14 A&_ CXW14 • GALLERY --_ _ _ A 2 (:- ii, El:2C, E-4 11 ) 11 1 ..--q _. .__ 3-CW143.5inMull I_ f U G.I II Il "�/ ,� ' BATH / - - t- r 311 %DINING AREA I I / " BATH � :'..,., , / __----......_ __- ENTRY - - /Y//// / i / - �±` I =i j I I Or WINTER DINING 3.0 4 0 >- / PREP KITCHEN .,/,,,/,/,,,',,,„ , J , / Tv,o / //' ,:,7._ / L� A J i I I ,n O i- I I a 0 v I ' ;Y+ I cc ct - in F .I/ li i�I� I I - CUT BACK , :1 '> �= .�, e-; �1 J� / % I t % : j ✓r-`~a rAS REQUIRED ;"--T .. ��/_I// ///.1 CW14 1-1„ 6'-0" I,I CW14 I�////�'/�/////�A \ 2.5 ® '') (t CLOSET % REF. % FREEZER I I % LIGHT LIGHT / r O 0 KITCHEN ` Nail - -- _ ////.*////////////////////i//////�I/ / / o‘71-_ .� �zl 3.0 4.0 / / OYSTER BAR EXISTING BAR ► EAST PORCH 'g ® -- LIGHT / / v h �t 1111111 I////// I 2-CW14 3.5in Mull 3-CW14 3.5in Mull IT RAMP (EXHAUST 2.5 4.0 4.0 4.0 4.0 2.5 UP 0 0 0 0 ® 0 0 LANDING LANDING 14'-0" / 50'-4" / 22'-O" '-1 +' ;~ / co `) 5 x ch C. u cr. 7 C 0 I ®z.5 0 0 2.5® u4.0 4.0o .2 2.5 WALKWAY x z to v i E O g �" rN6-, Ln U r-+ co 1.2 3.0 3.0 3.0 3.0 1.2 N G id') E WALKWAY WALKWAY ® 0 0 ® WALKWAY 0 0 .� w 0 1.2 0 3.0 3.0® 1.2 ® Cyj EMI . c,,,,) >r 'Cl cill R 5 PROJECT NORTH FLOOR PLAN .,, W SCALE: 1/4" = 1' F4e pc Q"4 i LUMINAIRE SCHEDULE AND SUMMARYr‘.\??, -,l , c..) (; SYM: QTY: LABEL: ARRANGEMENT: LUMENS: LLF: DESCRIPTION: ' -- i <4 leH . 8 SEASIDE SINGLE 1150 0.72 100 watt WALL LIGHT APPROVED B = PLANNING BOARD : �.. ' \ H- TOWN OF SOUTHOLD 11-- LAB EL: CALC. TYPE: AVG.: MAX.: MIN.: DARKSKY EX. LIGHT: DATE //Z/ 2L'[/ DRAWN: MU/MS KICHLER SEASIDE SCALE: 1/4"=1'-0" , CALC PTS. ILLUMINANCE 3.0 4.0 1.2 "^ f 11 April E07,2014 SHEET NUMBER: Ar..... ARCHTIECTTO VERIFY PHOTOMETRIC ARRAY PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS `- WITH MANUFACTURE PRIOR TO CONSTRUCTION MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 4 • REVISIONS: , A 79'-51/2" / / �'/ 9'-93/4" / 9'-93/4" / 9'-93/4" / 9'-91/2" / 9'-91/2" / 9'-93/4" / 9'-93/4" / 9'-93/4" , i/ I I 1 I I 1 I 1 I I I I I I 1 I 1 \ \ \ I 1 I __ _1 I I 1 1 1 1 I I I I 1 lc-1\ 1 1 F =_ _E -I- -1 __ ,- +-----+ -1- 1 1- 1' ;-74 I 0 1 ' ' 2X12 ACQ DROPPED GIRDER ' ' (2)2X12 ACQ DROPPED GIRDER : : (2)2X12 ACQ DROPPED GIRDER ' : (2)2X12 ACQ DROPPED GIRDER ' ' (2)2X12 ACQDROPPED GIRDER ' ' ' 0 ' ' ' 1 1 (2) , , , , , , , (2)2X12 ACQ DROPPED GIRDER , , (2)2X12 ACQ DROPPED GIRDER , , (2)2X12 ACQ DROPPED GIRDER , , O • 12"dia.CONC.PIER, \ • ' \ .... , - 12"dia.CONC.PIER, �p (2)#5 VERTICAL REBAR, C] a O \ 1 v v (2)#5 VERTICAL REBAR, 24"X24"X12"CONC.FTG. a 0 O a O • „ „ , „ 3'BELOW GRADE r „ ¢`O , „ , „ , „ ,Q,,O , ,f , 24 3'BELOW GRADE FTG.24"X12"CONC. f „ ,I O /� �I�tptl 9 -6 9 -93/4 (TYPICAL) 9 -93/4 00 9 -93/4 9 -91/2 9 -91/2 °° 9 -93/4 9 -93/4" 34 DO NOT PROCEED WITH i�( 2/ �y (V / / / / x / fC 9 -9/ rrYF AL) �y - -; I 1 I I 1 1=RAMINO UNTI_i SURVEY ' �� i _ _ . t I • I --, FOU�JDAT4Q LC70A1ION _ I 1 /''�, \ \ I I 1 F =_ -+ -1- -1 Lop: =t i- 1 I. + ()- li -+ 1 == L _L� \ �dl'•L1e:..s >< rr, r / t� 00 t 1 RWE�i P.r�.I�tiOVcD. 1 I 1 r -r -1 r -r -1 1 I r r 1 == 1 r r !7S2-"16112-E.1)' + ", `�. -�,. t....1___. 1 (4)2X12 ACQ DROPPED GIRDER i 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 I (4)2X12 ACQ DROPPED GIRDER 1 I (4)2X12 ACQ DROPPED GIRDER I 1 `_�-__ • • (4)2X12 ACQ DROPPED GIRDER (4)2X12 ACQ DROPPED GIRDER I (4)2X12 ACQ DROPPED GIRDER I I C--% rtC: S2-"1-11`-E )' O \ \ \ \ roc: .� H I I / 2 -10 / 7 -10 3 -43/4 / 50 -21/2 / 0 / ( � ;__J I E `'. tF_ ! , . z co I a a O a 0 22 -03/4" .___.� / / = 3'-11" .`ao 3'-11" 6'-O" 12'-0" Y 14'-21/2" 12'-O" 6'-O" 6'-O" ° 10'-O3/4" 6'-0" 'EC; =r i a 5 0 u u �. @ O :L ,. :' 1 G Y. a vv1 a �„ 4,_6,f , J / /@ / / N '� / / e / / ri',;I;F � D,�/,_,� ,s. : ,`t \ \ • a a ! \ 765 1802 8 AP.i 10 4 I .,, Fl i i ZO `.k) 0 1540-510 SMART VENT 1540-510 SMART VENT 1540-510 SMART VENT 1540-510 SMART VENT x FOLLOWING INSPECTIONS: . 1--I (�O I ¢ ~- ,' d p .' d • D A Al p • e • D o - • • e p • d • D Ir o d p e o - w • p Al • D o - d p e . D o •- � _; LEDGER BOARD TO BE FASTENDED ,u 00 x 4 0 _ 1 FOR'ROURED CONCRETEUIRED F ICY 3 x OC m TO BL ILDING WITH TIMBERLOK® O O ,QI J �� ° d•. - e• DO SELF--OUNTERSINKING SCREWS ,� " \ ; I 2 ROUGH-FRAMING,PLUMBING, V I 1 IX' 12 dia.CONC.PIER, m LEDGER BOARD TO BE FASTENDED 1 v I _ BY O_YMPIC MANUFACTURING STRAPPING, ELECTRICAL&CAULKING I� @16"OC , (2)#5 V RTICAL REBAR, ° TO BUILDING WITH TIMBERLOK® O t „ N 1540-510 SMART VENT 1540-510 SMART VENT 2 SCREWS @ 32"O.C.) Z Q ;N 24^x24^ 2°CONC.FTG. to I e_ 23 -51/a -0 , 23 -5�/4 �r-�•► O O - - A Ill_ o- D \ \ 3. INSULATION • pw• d • _ o d + _ o - •• 4 't....,• d • 4, • d d • p f O 1 , I 3'BE OW GRADE ' BY OLYMPIC MANUFACTURING @ - - 4. FINAL-CONSTRUCTION &ELECTRICAL r. �� CAI \ \ _1 I°w co o^ p v h, G.G. H� (��1� T--- -- fit- r. (2 SCREWS @ 32"O.C.) LO \ \ ` _- -- • ' ��--�+-�''�D I 4 D . x . SHALL MUST BE COMPLETE 1 ALLI CONSTRUCTION,,H,ALL MEET THE �° ' 2)2X12 ACQ X34 p 1540-510 SMART VENT 4 e V ', x a X (2)7`I/4' a_ REQUIREMENTS OF THE CODES OF NE'�'1 II °,'� -�' ° • -'`� W M4 B ,•RRK STATE. NOT RESPOdSISLE FOR B -----CIRDE2 - e o d • o - - m 1 1 m -10/ 7 -10 7 -10 yy 7 -91/4 7 -91/a dr \ 7 -10 JJJ��� 7 -10 1'-b a • _ �v. .,a • DESIGN OR CONSTRUCTION ERRORS. M a o C • I I I . I _.1 1 I I L II -L I II 1 ,� '9 - • • = 1 3 WM =3 I M I r =z I ® , =IA ' •0 4 fQ O I I I l -1 I I r -r I 1 i 7, d•I . p'• I .o •o I o `_I (3)1-3/4X9-1/2 ML GIRDER ' 13)1-3/4X9-1/2 ML GIRDER S3) 1-3/4X9-1/2 ML GIRDER S3)1-3/4X9-1/2 ML GIRDER 1 S3)1-3/4X9-1/2 ML GIRDER ; (3)1-3/4X9-1/2 ML GIRDER` ; -- o4 c10 I'm Cii^I a 4a 10 7,0 r 4 ` , ( ) 'N , c Z C) �. • • D°� ROOD !aO t 'aw ./K(.-_,-,.,n+•�+r.+w+w 3 1-3/4X9-1/2 • (3)1-3/4X9-1/2 , ° I P1L GIRDER ' ' ML GIRDER 8"X16"CONC.PIER ON `�' 0 o r °uu x 47--,o r" Ms'ir.T �,`#'r3": C►HAPTri1/ 1 �_ (2.238 ACQ T _T s� __•. 32"X24"X12"CONC.FTG. a M 1 , I 4 o ° (TYPICAL) o? • `_,jr_ - "N\ \ FLOOD DAMAGEFD �� T1 �'.a O , _ N V7 I W o/1 ;40 5 -83/8 \ 5 -83/8 p ,;0 4 1ML I(11/4 �i l.pi TOWN t� `fir if"Y 72) 8"X16"CONC.PIER ON u '^ _ - \ °' RETA,PJ STORfa7�t�tt �i , u�F O ~a' 32"X24"X12"CONC.FTG. U N`-- ' O (3)1-3/4X9-1/2 ML GIRDER i MI 13)1-3/4X9-1/2 ML GIRDEd �3) 1-3/4X9-1/2 ML GIRDEf ji3)1-3/4X9-1/2 AML GIRDEd V 3)1-3/4X9-1/2 ML GIRDER I (3)1-3/4X9-1/2 ML GIRDER' • 1 PURSUANT TO Gf����)jn.. ► ��(TYPICAL) 1a. 1I1 _ 11L _ 11_ I = 1 MI _ 1 MISMI I1 ' =1' ' v '4. ° '• ' • ° -. ' - ` • v ° -• ' - .' ' rIySFrTHE T `j'pp�tt GOFJ� W a O u. . " I ,_ f, `--- ---'' •- a `--- __, ,- f, •_-- ---, , n ,- " •--- ' , „ ID ,0t • O c• c • D o� v .O c• c • V' ♦ \ \ OWIY1 °-,� N I 1 I I 1 I 1 1 1 1 I 10 a 4w o 7 10 7 10 7 91/4 7 -91/a 7 10 7 -10 1C -a xCsi �\ • W • w �(2)2X8 ACO '1 - _ } `� ;o u ,---- I nal v p "4 v '• ".. v • v •"4 p "• v4 f Z • I-, '..' I I 1 1 1 f ti W ..., co � z �IS ICY a� 23 -51/4 -0 23 -51/4 'a r ti a a I ,a LU I o, `.J . ' I ,s-- I I , I - ., • I v • vp4 ° . . v � . . v • v .4 v • . . v . v • -4 v . v v . . v • • v 4 v v v • 4 v v v '4 v° • Ia a , naa c a 4 .. v -� • . - e •4_,C=. • -o o BOTTOM OF ALL FOOTINGS TO BE MIN.3'BELI OW GRADE.VERIFY _ I 1 II - : `-1 EXISTING GRADES AND WATER TABLE(EL.0.7')AND BURY UP U T. ._y*__ I _*__; 'Q - � `� J FINISHED GRADE AS NECESSARY 8"dia.CONC.PIER 'DO- x Zw�2a^xza^x12^Fra. • LEDGER BOARD TO BE FASTENDED _ 12'dia.CONC.PIER, N - [L) e AREA:1733 SQ.FT. 3'BELOW GRADE I L,S - TO BUILDING WITH TIMBERLOK®b (2)#5 VERTICAL REBAR, •N O , -„ ; o SELF-COUNTERSINKING SCREWS I I 3'BELOW GRADE REQUIRED: LOQ Id dI •' I I BY OLYMPIC MANUFACTURING (TYPICAL) PROVIDE ACCESS HATCH TO CRAWL SPACE I u u „ (2 SCREWS @ 32"O.C.) 8"X16"VENT/200 SQ. FT. O �4 4 12 dia.CONC.PIER �p LOCATION TBD WITH PROJECT COMMITTEE p (3)2X8 ACQ GIRDER ' A F.), E.O x x 3'BELOW GRADE I �(��- - . . - . MIN.VENTS: [9] N 4-1 ° IN MI (TYPICAL) \ 7r\ • \j.. m z (3)2X8 ACQ GIRDER _ .I_ )1 X .. ,e_ _ _® _ . _ . _ . O / LOCATION OF NEW GIRDER TO BE ADJUSTED AS 0 ,-� 4; \ \ 10 -0 REQUIRED TO LINEUP UNDER EXISTING 6X6 m PO co $ • „ if 6, „ / / / GIRDER ATTACHED TO FLOOR SYSTEM r+ Fi•I 0 �� }� � Ua vi A, 3 -13/4 -111/2 1 6 -11th z / 18 -O3/4 / 13 -71/4 / 1O -0 / 2G -71/4 / al cu I •n 14'-03/4" / 5O'-21/2" / 22'-03/4" C m . / / 5 x ''" Ln U ' Cn CI) 1).8"THICK POURED CONCRETE FOUNDATION.3000 psi.VERIFY TOP OF WALL 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES 1 a v HEIGHT WITH LATEST SURVEY PRIOR TO CONSTRUCTION.WALL OPENINGS TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM SILL SEAL. g 1 TO HAVE(2)ROWS OF(2)CONTINUOUS#5 REBAR OVER OPENINGS.WALLS FLOOD OOD ZONE CO1LST UCT I ON -g FOUNDATIONPLAN OFHAVE 8"ACQ FOUNDATIONS(TO BELL TDAMI PPR OFEDO S PER CODE W TH A BITUMINOUSO6) NTOERSEECTIONSVIDE 5/8" IAN SPLICCEDA.ANCHOR BJOINTS.ANCHOR BOLTS TO HAVE A MINIMUM F� 1 I Vf 1 iiii•(,i i COATING. 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED SCALE: 1/4" = 1� TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT, FLOOD VENT BLOCK O R POURED 1.1 SUMMARY 2).FOUNDATION WALL TO BE SET ON 24"X12"CONCRETE FOOTING(2X4 INSTALLATION I Rl S TR U C TIONS A. KEYWAY).FOOTINGS TO BE REINFORCED WITH(3)#5 CONTINUOUS RE-BAR. 7).PROVIDE(9) FLOOD VENTS(min.)THROUGHOUT.LOCATIONS TO BEW This Section Includes unit masonry assemblies consisting of the following: ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). VERIFIED AND ADJUSTED IN FIELD FOR BEST LOCATION FOR FLOW WITH NO 1.Flood ventsEEy OBSTRUCTIONS. 16-1/4" ROUGH OPENING 3).DECK PIERS TO BE 12"dia.,REINFORCED WITH(2)#5 VERTICAL REBAR.PIERS EXTERIOR NTERIOR 1.2 QUALITY ASSURANCE o I� ALTERNATE STR P DOOR TO BE SET 3'BELOW GRADE(min.).ALL PIERS AND PEIR FOOTINGS TO BE ON 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE LOCATIONS ON SI ES '' '' UPPER STRAPS A.Conforms to applicable BOLA,SBCCI,ICBG.and ICC code for automatic flood ventingrequirements. U ON UNDISTURBED SOIL(TYPICAL). BLOCKING AT 8'-0"O.C.AND MIDSPAN.REPLACE ANY DEFECTIVE MATERIAL REMOVED ► •• BEHIND WALL PPO AT TIME OF CONSTRUCTION. " 15-1/4" OPEN • ' ALTERNATE '411 (1) 4).FOUNDATION SLAB TO BE 2"THICK(min.)FOR CRAWLSPACE.SLAB TO BE NO •. �' SIDE STRAPS PART 2•PRODUCTS . 411, PROJECT NORTHo BEHIND WALL LOWER THAN 1'FROM LOWES GRADE. 9).INSULATE FLOORS WITH R30 INSULATION. �:_:I 2.1 FLOOD VENTS 2-• ❑P PEN D(III m -e11�IL 2"x 15-1 4" OPEN A.General:Provide automatic opening two-waysingle height and double height vent activated byflood OPEN 0 ' / P g g g g N waters to relieve unbalanced lateral forces on foundation walls. ill° 8-1/4" ROUGH 8-1/4" HIGH X E•..1 OPENING L 16-1/4" WIDE ' ' 8.Minimum Opening:Ability to pass objects ulp to 3 inches(75 mm)in diameter. ROUGH OPENIND -0" I OPEN OPEN FRAME 3"x 15-1/4" OPEN C.Size:Designed to fit openings In modular masonry construction. I� DOORell r -- OPENfl, 1.Single Height:16 x 8 inches(400 x 200 mm). -E- •• 2.Double Height:16 x 16 Inches(400 x 400 mm). V r '008 SHOWN OPEN FRAM •. ► BOTTOM STRAPS 0 (n IN FRAME •' BEHIND WALL D.Frame,Vent,and Louver Material:Stainless steel,Type 316,formed and welded construction. r STRAPS GO BEHIND WALL 12" •a • AND CAN BE BROKEN OFF MAX , E.Vent:Pivoting,solid insulated face,perforated face for ventilation,removable. AT SLOTS TO AVOID • OB STRUC TIONS •• ►• 1.Free Area(Ventilation):1/4 inch(6 mm)square perforations;single:50 sq.in.(0.032 sq.m.), double:100 sq.in.(0.064 sq.m.). ... •, EXTERIOR VIEW FINAL GRADE •• ' 2.Free Area(Flood Relief):single 200 sq.in.(0.129 sq.m.).double:400 sq.In.(0.258 sq.m.). 3.Louvers:Automatic ventilation louvers with bimetal operator. SIDE SEC TION VIEW 4.Vent Operation:Sealed float releases vent on rising and falling water. 11 F.Installation Anchors:Stainless steel straps,four for each ant.No Installation tools required. �4,ii 1. Pre ore a CLEAN 16-1 4" wide by8-1 4" high rough opening for each vent(1 block wide x 1 block high) G.Maintenance Tools:Requires thin blade to release float p :;'''' ''''''. 4O'.:".,',y., P / / 9 f P 9 9 ) ', ,'., with the bottom of the hole no more then 12" above finished grade. r �+;t•�;�<=.": ,. _ _ �+ , l{., 2. Measure wall thickness and bend (more than 90') 4 straps at nearest slot to the measurement from pointed end. H.Products:Subject to compliance with requireme efettfhta• •, t, 3. Remove door from frame. (turn upside down, rotate bottom of door outward and slide out of slots) + .� .�°!' 4. Insert two straps into two top sets of slots in frame from rear. After pushing teeth through rear set slots, i ,�,.}ff,/ a . ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Strops should hove bent legs pointing up. 1.Smart VENT manufactured by Smart VENT,In.. h,"+ F^ �. t •F(•t" •', +, 5. Caulk may be applied behind front frame flange. Tilt frame so top goes into wall opening first with strap legs ., ^' '• r going behind wall above opening. Push frame into opening so front flange is tight to face of wall. PART 3-EXECUTION �� ." i�:."{ DRAWN: MH/MS ��11.. Itt . ':, �M,,., 6. Reach through frame opening and install two bent strops through two bottom sets of slots in frame, trapping wall ri ,,,,.�q,',A��kt` `,,, ". ' SCALE: 1/4"=1'-0" pi between front flange and bent strap. Squeeze all straps tight. Frame should be flush to wall face and secure. 3.1 FLOOD VENT ;,' i9 7. Check that frame is square and slots are clear of debris, mortar and caulk. a,. 3`' JOB#' 8. Install door into frame by grasping bottom of door(with plastic pins) and front (with smaller squares) facing up. �' Ptttsl�y#?:. Slide door into frame such that metal pins on each side slide into slots on sides of frame. Let the door slide down A.General:Install flood vents in accordance w1f(,r.,. acture .IpifrucMcs(if;�3p d ev'f y.,Ind foundation following the path of the slots, until they are at the bottom of the slots in the dimples. perimeter,maximum 12 inches above grade` •ot'.m 6 5ealg, .' k November 14,2014 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched on both sides. B.Install one single height flood vent for every�lt tot ' A.of enclose s ace below flor. + SHEET NUMBER: C.Install one double height flood vent for ever/`Fi..• ' of enclosed spa ,pglo d�:Pyin. D.Adjust flood vents forproper operation. `' A , Y 1 rgc`g;`I �`.f . �' X3223:„.:,1- iF 3A. ARCHTIECT TO VERIFY PHOTOMETRIC ARRAY PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS WITH MANUFACTURE PRIOR TO CONSTRUCTION MANUFACT'URER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 79'-51/2" C 3" 9'-93/4" 9'-93/4" 9'-93/4" 9'-91/2" 9'-91/2" 9'-93/4" 9'-93/4" 9'-93/4" 3' [ r r r 4-vT 1,-.-- 1 E ,_. 0 r 0 O O O O O O O A 15 , I I z {, o " .e 1- 90 -4 - � ` ; I[(Li' 3» 10,-0o 9'-9 /" 9f-9/» 9>-9/f9a-9/a9a-9/» 9f-9/u 9,-9 /a9f-9 /o1f-4/ a lc 07"::::T?-ti -'�` T ,..... ______ O - ` O =�A O - - - - - - oo O - - oo A r. cn 1 86'-4" Z -, '-10"� 1/2 7'-10" 3'-43/4"- 50'-2 " 22' 03/4"/4" B - 0 7'-5 21/32" 7'-0 21/32" >< 7'-0 21/32" > 7'-0 21/32" 7'-0 21/32" ac 7'-0 21/32" 7'-5 21/32" x 6'-111/4" �-c 7'-41/4" x 7'-91/4" c° T T .., 4. _ -- I:4 ..( - --- - X2-3 - - - -- _ � 2 3x12-_ 2 3x]2___ V __�_3x12 2-3x1 - 2 3x12____ �? 3x12 (�_.2.3x12"`3�- _ g P4 `J AZ O A ���vcv�I A B � W 1 I-x' rLX-B RACE Fell.. EI 0 _ '., _2x12 _� _ 2-3x2 _e____ ?�-3x12 _ _� A A A NI !� 41* f a--ITS "r-I, B I :: 7 aug p41-1 Z Tra-- X-BRACE --1.6 .*I 2-3x12 ' _2_- /.2 12 - - -J 5" 9'-1" C 7'-10" 7'-9�/4" 7'-9�/4" 7'-10„ 9,-1„ .X © T T T T o ID (3 CA W - I' - O A 2-3x12 - O 2-3x12 2-3x12 O - 2-3x12 2-3x12_ O - 2-3x12 ^ O - ^ (^ /� z 14 (/ O "' u-' ' V o a7 t-t tii I V O I c° C E N o ----- w I � a °° o o � 9 x � Et: C� m " 6'- 13/8" 7'-13/8" XN. x � m i X - 2-3x12 in O 2-3x12 - 0 I O 0 i N ;.--,,4 W W e-- V -:j W z 0 z ® A A /f/�\ O ce .~i 1� I Z ' • C O W W I CQ �. W 3'-8_ r' I (N co HwMI x O A 2-3x12 - 0 -1-3x12 G 2-3x12 0 2-3x12 € 2-3x12 0 - 2-3x12 * r .4,"=1 0-2 -- lx1'F- ¢ - - -") V My '� '� X-B RAC E 9'-1" 7'-10" > E 7'-91/4" --< 7'-9�/4" > c 7'-10" x 9'-1" 'f I e ' C s LI LU 2 V - :1-):2-3x12 4 I XA2-3 -t BCE ' i r, x V4fI rnI \ Ix ' IO B U I IX I ck A , A y__ i3xir-- A -- 2-3x1'7-- - --2- x12 ----e---27212 Q - 7737(17-- „I- -` 3x12 -- ---2---3x-TY7}--0 X-BRACE B 7'-53/8" 6'-73/8" 7'-5 21 32" 7'-0 21 32" 7'-0 21 32" 7'-0 21/32" >-.< 7'-0 21/32" �� 7'-0 21/32" 7'-5 21/32" 6'-111/4" x 7'-41/4" x 7'-91/4" 14'-03/4" 50'-21/2" 22'-03/4" x 86'-4" C . .- __A___ TIM _A__- ER PILE SPECIFICATIONS PILING PLAN - T� MS 1/4" -O" s? 1). HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH (AMERICAN WOOD PILINGS1111111W N ASSOCIA11ON}AWPA M4. 1 r W )( ( 2). PROVIDE 10 INCH BUTT 8 INCH TIP WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25,UNUSED, fril k (2) 3X12 c 3x12 ` - (1) 3x12 WCLEAN PEELED,UNIFORMLYTAPERED,ONE PIECE FROM BUTT TO TIP. (2) IN S4>' z_ A i' C = C = = 3). PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AVMA C-SOUTHERN PINE 1.0 PCF CCA/DOUGLAS FIR 1.0 PCF ACZA V (0 z tt Z Lf) 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTA11ONS IN ACCORDANCE WTH AWPA M4. 10 W (0 Q RI) 5). PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE -----1\ ----i\ --1 X J 6 6). PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO Q O O CO EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED.MIN LENGTH SHALL BE 20 FEET 0 • CO = N+^..... C BB 7). INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN AR11CLE 3.04 C AND JETTING B - B (n O n M WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. a_ O 14 44" W 8). WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE 7 CROSS-SECTIONAL DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL #5 REBAR 07"OC e.w. • 20„ ` O TOP&BOTTOM 9). COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, 12/ 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. IGRADE ` a' I -, 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES 10'dia.PILE OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE. 20 TON(r'P.) 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. • 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING 0 O to' RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH Construction Notes - Galley Ho DRAWN BY: JF DECREASE IN DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE 32" ()\-) 15).RE-DRIVE ANY PILE WH ICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. 1. Piles to be 10 inch with a 15 ton working load. Deck piles to be 10 ton working 1/13/2015 � (..7)(\ 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED V1MEN CUT OFF. load Eli EI 8' SCALE: SEE PLAN .........��.- 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL TO 2. Top of pile elevation shall be installed to obtain the Finished Floor required in .� THE FLOOR JOISTS the Architectural plans : 19).PILES NOT MEETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES 3. X-bracing for the piles shall installed in locations as noted in the pile plan, 32CI. '``' k SHEET N O BROKEN UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWSE THEY SHALL details of the installation shall be coordinated with architect to conform s% Al.A ��';%� ' BE EXTRACTED AND REMOVED FROM THE SITE. architectural coverings if any0 EII 1O. 'I':: -' °t ;- HAMMER. 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OF ATIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE �� �r USE A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE. 4. All x-bracing shall be 2 x 10 ACQ v 24" " "105. Pile conactor shall install the deck piles only. Building Conactor shall installLi- 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE �1(� ( ' . AND LEGALLY DISPOSE deck girders and required framing F I R E P LAC E CAP _ G 22) THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE REVISIONS: AMENDMENT 02/04/2015 AMENDMENT 02/05/2015 J U U U \ ■ III-_ ■ ■ ■ ■ - - - \ U (_ b ''';,c, / ',' ./'‘,1, \\ 55 's,?\ / -:\''' : \ ;;'/' - A ,:'' ,/ '' .-• t:410,>>, •---„4/_„- I co s. \-•.'"-, \ l \ � \ ,, " \ , • / \ / v• /.2-• ., r. 86'-4" I _ ,,% i'o- / 2'-10" / 7'-10" 3'-4" 50'-4" EAST DECK 22'-O" /' \ 3'-11 3 -11" t wA .OPN 1O -10" ii1°=Z''/ ' %�/ / / P / / i / OJ J SHELF M EX.OPNG. EX.OPNG. EX.OPNG. EX.OPNG. ., . %\ \ Cip ` /j HC ACCESS SILL 9 0 0 '" _ , „ �\ `„ _.__- , /' Z '� DN I LANCING / 3'-10" / / !�r �+ - � -6 -6 V � �%� / /� ` O rll EXIT i. ,=k�,,, [ 24,.1 I` 79,2, /'1 Jt \ In I ..� l`- - 10 d_ -) _ � / e . ,J CW145 .. CW145 r- / N / :"�4 u h ,. r i / �\ HC ACCESS SILL 3-WINDOW SLIDER / I itI) I /' / �_ 'C / L- I __._ �„_- ��.. ��� EXIT A / Z JV 'W -------- �• 4X4 BRACKET_ II////////// % I _ _ I __ i1 -' / w 14"X22"RECT. Q, / 1--_ -- - -' , -"�\ / FLEXIFRAME '/ / // q^ I \ `�`` (SEE ELEV.) En* •pa„, =, / A RAMP / / I= W KITCHEN / n _,.,,/ - ' ,'�' 1.., I ._.. ,7 /J, \ B! N / en TYPE 1 HOOD w/ANSUL SYSTEM / - .< / � iJ m� �_ I J „� .� `: bb0CANTILEVER) / C5X9 STEELJOIST @12"OC 0O C� h 4i / ., , \ D O ,r, j 13 X I DINING AREA `-' ' .: I \� J; - ; ;;, o`� a -I _ _ / �y tHMAXPH : - to LL 3 _ \•C 4 F-+ E C- . _ - MAX PATH: ,� MAX PATH: r C/1 i 37.8 g'u, 17.3' l \ / ¢ 29.5 N x, -r, - o �, 4X4 BAAIXET / I IN v I 1 i �l r '-� OPENING I Z ,4 �� I 24 Q : �j___ I. -> n WINTER DINING '' `� 0 /,., ,L r / (M I NEW COLUM .5-i/4 5-1/4 ' ,- -¢---� i-- N £ LUMN:5-1/4X5-1/4 = CATHEDRAL CEILING \ -,-.., ,\, MSI O :„ _ N / 1.8e PARALAM 1.8e PARALAM x .`�' ` - r \ /*/.• •�+! I ,, w/DROP FOR HVAC �•� \ . H -----�' moi_ 4. • in I N M --;://1 ;/ REPLACE EX.6X6 GIRDER w/(3)1-3/4X11-7/8 ML(VIP IF TO BE UPSET w/OWNER) F-1/ -1 t i i 1p (L13 -61/z PREP KITCHEN V/,/,/7/ ,,„,( .� , , BATH ".G i LI- 1 r -- I 2\„.___ / , 1FLEXIFRAME N �_ - - - - 1 / t2" 5� / 1 -.�--4 \\�\\ r/% % ,__ _- - tt -- 1.) // \ /' ( E ELEV.) f / / /\,� ,\.6+�.81,4',< i/ � ,-a i 21'-61��' :,.: sE \\\�,..,�`� `r ://///•4''''' :/✓� ��,i 3'0" //////// yJ----::, / /�/////////////.I Ii ii.1 I vi iil Iii y t , Y`` ,,��� /- I ---`'.------::13 -,3 --� -} f`` n '////////////////� ( /////////� ///.II N t� Q / / - / '\\ ti ''‘'.\ ';.` %/ \ ` CW145 CW145 1 CLOSET / �' � . ` / / I 7 /In / / i0 sx va �`:�t -. / I Ci REF. j FREEZER TUBE STEEL Q �� / ��� 3'-0 ( - X 0 4X4 BRACKET , t EXISTING BAR r, �, \ \ \ T:- _ AA44r �•/ ENTRY n - j]3)2X10 i�CQ'RIP;?S QURECO e I EX 2X8 CJ I _ - - ' - MAX PATH: O a a 1 I I I I 5' j - - 50.7' 1 1 1 I I 1 / Q tl' la of BATH M- -1 > - - j �l I x xN 1 1 1 /.� + MAX PATH:;;i- --co,I 1 / II LA . . 1 I 1 I N . 2 25.7' . fl VW EXIT / 1�1u�' h N N 1 1 I 1 1 1 - \ '. / I� frl �:I?yin Am "6 I •I� 3-0" F'•`I 'tea' \ \ s�- lb 41r ` i O 16P.117 6-3/4"RISE CW145 EXHAUST s45 CW145 / CW145 CW145 CW145 __ __ , \ \ E-+ Q i ' *`----,........--\ t_d,,, 11,_4, 1 \ , UP -,,,-.-'',` - - WEST PORCH ,n FLUSH w/FIN. FL. t . 8'-0" <r:04.. z PER NYS CODE 1009.3 'S -7 r STAIR TREAD MIN.:11" \ V STAIR RISE MAX-:7" ;' ,r t 8'-11/4" / 9'-33/4" �, 10'-4" 8'-21/2" / 8'-21/2" / 6'-2" / 6'-10" / 8'-O" / 7'-2" / 4' 0" 14' 0" / / / ' , I 1 co N EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES,HIGH-PERFOMANCE ' ` " 'i I m M gOv LOW-E GLAZING,UNFINISHED INTERIOR,CLAD EXTERIOR,BID STANDARD 1)GENERAL CONTRACTOR TO REVIEW EXISTING CONDITIONS WITH ARCHITECT 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE JUL - 9 2015 x 11, ; Jm o HARDWARE(VERIFY PRIOR TO ORDERING),1-1/8"SIMULATED DIVIDED LIGHTS DURING DEMOLITION,AFTER EXPOSED STRUCTURE(DRYWALL REMOVED) APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SPRINKLER PLANS ' • wOct 4 WITH SPACER BAR,WOOD INTERIOR GRILLE(REVIEW ELEVATIONS FOR GRILLE AND PRIOR TO REMOVAL OF ANY STRUCTURE FOR ANY UPDATES AND/OR HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �: I Q - x o c,. PATTERNS),5/4X4 AZEK EXTERIOR CASING.LOW-PROFILE SILLS AT DOORS CHANGES TO PLANS AS REQUIRED. (ADJUSTABLE SILL AT KITCHEN).ALL LOCKS TO BE KEYED ALIKE. FLOOR 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH i W +. L,4jJ 2). EXISTING WALLS TO REMAIN.REPAIR AND REPLACE DEFECTIVE MATERIAL 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. -- rte BY OTHERS I___---- -__ ' , 1/4" i AS REQUIRED.NEW WALLS TO MATCH EXISTING(8'-41/2"+/-).NEW EXTERIOR O ,� INSTALL: SCALE. 1/ 11 - 1l WALLS TO BE 2X6 DF#2 @16"OC(TYP.). 9).INTERIOR FINISHES,DECORATIVE DETAILS,LIGHTING,KITCHENS,etc. O . p,, TO BE REVIEWED WITH OWNERS. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. -�" t I' ^E 10).INSULATE ALL EXTERIOR WALLS WITH R19 INSULATION. INSTALL FIRE EXTIGUISHERS PER ,_...p,...,- , `� A "' '--1 �' 1 LAYER 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL WALLS. 4 EXISTING CEILING/FLOOR JOISTS ABOVE TO REMAIN AND TO BE REVIEWED e4+Y cc U to O 0PROJECT NORTH ) SECT. 906, NYS FIRE CODE j�� >s-scy(2) LAYERS 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL CEILINGS DURING CONSTRUCTION BY ARCHITECT FOR ADDITIONAL STRUCTURE. 11). INSULATE MAIN CEILINGS WITH R30 INSULATION.PREP KITCHEN TO BE f.� ^la'' e•sl N CU 1733 SF INSULATED WITH R30 POLY FOAM INSULATION. iul ; ". `'' O W 3 5). PROVIDE 3-2X10 DF#2 HEADERS OVERALL OPENINGS UNLESS i ;� f=' g'+ OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2JACK STUDS 12).ALL WALLS AND CEILINGS TO BE PROVIDED FIRE RATED SHEET ROCK. K-< , ', `,i SPRINKLEI SSE A 1ST• . AND 2N . FLOOR PER NFPA CODE ,.�.. �, ,,, /GENERAL CONTRACTOR TO PROVIDE BUILDING DEPARTMENT SHOP ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR • f, "r. 1 :"* .- 1 MICROLAM HEADERS. 13).INSTALL SMOKE AND CO DETECTORS PER CODE. �I ' ! 1/4 It DRAWINGS AND SPECIFICATIONS PRIOR TO INSTALLATION). �% BATHROOM �' o � ' SPECIFICATIONS FLOOR OR GROUND SURFACES ". Elm/ ce.3H N.T.S. Q8 T , N.T.S. �-+ 17-. U Galley Ho Room Finish Schedule Bathroom(s)are to be ADA compliant as per 2X ACQ SLEEPERS (3) 2X10 ACQ 60"MIN, Floor or ground surfaces are to be stable, 1 7„ cisT4 T TAPER FROM BLDG. (RIP DOWN AS REQ.) CARO/ANSI A117.1 2003 2"„ ,r with th Secti I p302. Changes in level in flloor MAx iii.,al ui ,: . rai :i cll Room: Flour: Treatment: Walls: Treatment Ceiling Treatment: Remarks: ,,, n �1n- 36"GRAB BAR o� ---om: - ------- MIN. 1/4 .12 PITCH FLUSH BEAM Water Supply and drain pipes under lavatories ® (33-36'ABOVE FLOOR) orground surfaces shall complyN Nantucket Beaaboard nikl , Beadnos,rd to d�'".�---- - with Enuti 1.~Daltilc Sheets Paint Gypsum Board Paint and sinks shall be insulated or otherwise Section 303. (33m in Board W Wainscoting cap EPDM w/ METAL H Nantucket Beutboard ZaII�t Fteadhea,a to 42- P configured to protect against contact.There Ti Carpet or careCARPET ON FLOOR OR GROUND SURFACES Bath No.L Y.4"Daltile Sheets Paint Gypsum Board Paint FLASHING (TYPICAL) 6-1a p carpet tile shall be securely Gypsum Board • ,``-,WamscotYrxt c`�1' 5 4" DECKING shall be no sharp or abrasive surfaces under ��� attatched and shall have a firm cushion, ` Nantucket Beadboarcl NIR1 1X3 SPF lavatories and sinks. �J Batt,No.2 !a"Uattile Sheets Paint U�psum Board Paint pad,or backing or no cushion or pad. Carpet `'`rs`»�1B°ark PUKING STRIPS .' '�' Accesible lavatories and sinks are to comply FRONT ELEVATION - DiningArea Wood slain a TJra4Aane Gypsum --- ---Paint Beaanoara Paint 2 2X10 AC p y or carpet the shall have a level loop,textured 1jq" „ II�III O Q with Section 606 . MAx /I,„„l / U -- Bar 4'4-Daltile Sheets Ci},su,n$uarcl Paint ciypsnmBoarJ -Poi„t -- �A 16 OC . loop, level cut pile,or level cut/uncut pile Winter Billing Wood Stain. irrerhane Gypsum Board Paint Gypsum Board Paint - - En "'�� GIRDER A clear floor or ground space complying texture. Pile height shall be 1/2 inch maximum. 0 cnLe\ Ivrchen = ►_� '. with Section 305.3, positioned for foward VERT. Exposed edges of carpet shall be fastened to t"loset �_..1 approach,shall be provided. Knee and toe z"MAX BAR VERTICAL CHANGES IN LEVEL West SetPorr-� 4, MIN.-1floor or ground surfaces and shall trim along Q 2X RIP OVERHANG JOIST clearance compling with Section 306the entire length of the exposed edge. Carpet East Deck C5X9 STEEL JOISTS „ shall beprovided. ` ' g p g p . 0 tD Walkway 12" OC DOWN 3/4 +/- PAST WALL .... edge trim shall comply with Section 303. z Outside stai,s Ramp The front of lavatories and sinks are to be ■' u4" 1L-� �� L C° Changes in level between 1/4 inch high uz° , , i 2„d Floor Porcl, 34 inches maximum above the floor or minimum and 1/2 inch high maximum shallStair - ground, measured to the higher of the VAT �' �� be beveled with a slope not steeper than 1:2. Office Wood Stain&Urethane Gypsum Board Paint Cryl,sutn Board Paint fixture rim or counter surface. BEVELED CHANGES IN LEVEL �,` Storage Closet PREP WALKWAY $IDE ELEVATION Changes in level greater than 1/2 inch shall \` KITCHEN 2X6 (STAIR LNDG.) Faucets shall comply with Section 309. I,Iecl,u,icat rmletbe ramped and shall comply with Section Hand operated,self-closing faucets shall 405 or 406. \16- F Lsisting Storage EX. WALLremain open for 10 seconds minimum. Curb ramps on accessible routes shall comply 20 1i_12 Sinks are to be a maximum 6-1/2"deep. • with Section 406. 1 Multiple compartment sinks shall have -t Slopes of curb ramps shall comply with Section r«Ltd IIIA DRAWN: MH/MS SCALE: 1/4"=1'-0" PARTIAL SECTION at least one compartment complying with =,L 34„ 405.2. the requirement. ' t•r " MAX -��'',` COUNTER SLOPE OF SURFACES ADJACENT TO CURB JOB#: �/�C1�" _I July 09,2015 SHEET NUMBER: HEIGHT OF LAVATORIES AND SINKS `b l Vr -- \J\ ) _ A-4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO t (4 • -~ MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: - _ - - - - - - - - - - - - - - -- _ - _ - _ - _ _ _ _ _ _._ _ -_ _- -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - _ . - ______. 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I o � � CO o � ITI I -1-----, r __ _____ r.,. • ; ,1 1.EltilB r�' cP e � O N 1 I j L=._ l _, i l 7 I T A , •• . . . • r.n.��. E -- MED (� _1_. . I _I_ 1 i.. I _ill • r;! t©CER �`, bOA I. ( � T -I �1 -_ I I t _I o '•J °�( NTEi''; DATE 3r B.P. �: . / i T BR J L _, in 1.--& - FE: 1�_____- E'erSY :-� u ,,� c.) o j t I �__._ , I L - \ - N r" NOTIFY BUILDING DEPATf`,�ENTP>T "a � � �n(� �I�T l._�1 . TI . �. I1 1 __- 11 I I I I 1 Bv�B��t:i:'. 765-1802 8 At�� TU 4 Pt'JI FOR THE N o W t.. ( �� -�yf T_I 1._Ll I i I " -,?/10(rpt: : . ; FOLLOWING INSPECTIONS:i 1_-t �� �` t'N I __ ( I J l 1.1_.( L__I_. 1Y1.____ �'� I 1. FOUNDATION TWO REOUlRED\`�•� '. .1__.._ _7 r J�_ 7-- ; I- IFOR POURED CONCRETE\ 1. .L I 1 I:r.! �; i f _ L_ _ 2ROUGH FRA"��I+NG,PLUMBI !G- , 1. 1 1-C� - i I a L ( STRAPPING, ELECTRICAL&CAU�KING C I �. �� _ ! • I- T�" �j 3. It�SULATION , . ECTRICAL,L _� ____ 1_ (_L i • , ■_ - o� 4 FINAL CONS i RUCT,O� ELf _ l _ I 1 1r fv'UST SE CCP"iiPLETE FGR C.O. "'" i ALL CONSTRUCTION SHALL MEET THE 0Q�`'f (i • 1 LL PGUg (� V r ,T, i T-�_.T I� 1_t,J�_�'. , I j a B!WASTE 'r0U'REME'!TSOFTHECODESOP + '�j r r I; bJATER LINES NEEDIOR,<STATE. NDT RESPG"' 'CLE F ? I � __ . _ r I__1._1_.1 » . ._.__,1_ ___. i • ,. _ _ _ TESTtrin , r Icz4 tr) � l, r-.- :-. . ._ __ L 1 i TiI_ , 1 i \ -EL.10.0 4a BEFOt3t CflVER(h1 CES GN 0, COf4 STRUCT�O, ERRO m 11 _ ra' , 41:N. EL.b.5' 'Q' ''',...•, : - - _..__ I _____..__.____.I I _______,_._. _ . / _ i _c\L__._ _ - EL.5.3 ._._L_ +�.-_.._,. , __ _,_�_____.--__ _ --. -_. -_ w_�._' -- •- -� FILO� � r0 t--=--------- f ' f ,',�, ( _ __.--- ___..-. ___.._.___.. _ _ .__...___ _ __..__ j. _ �\ 1"j It „ „ I I i .1 tom. � a-. 1 � - - _ _ � ,: , EL.3.8' SOUTH ELEVATION . , i i . SCALE: 1/4" = V , . _� ..�, ..,,, ,,'Lyt,...,,, \\4ki-:- 1 0 r > (i.1�Y/�' • DRAWN: MH/MS €� �f"• fJ,t.y��'yTM G31v ', A•: ^. : , SCALE: 114 -1-0 t` %,t$ 4.''.'71'' s: JOB#: 'y . " ;t December 24,2014 k. ` E. ,14.• . #: 4'-r SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: ____ - y.. _A. --- �,_ -_ - ..rm:,.__._._ .__, -..: "`22 X 2 SIGN __ - T. r-. _ __, - ... _. o- .._.._____._—.�-_ ___ o — - - -- i 03 I _ I nil 771 I 1 i 11 1 �_ _ _tel �,i j I .--fir- .SHUTTER w V ' ' 41 um 0, Hil fl 7 . . ....., • , . . . . . • , � „ i i _ L 1 :NI - „I � -�_ •�-7-�--�-_.�.� �--�--1 , I+ft( � _LI_�-1._ r_�_._�.-.l I .�_Tf_-1,i-1-_1-1-- I I . , , '_ �- IN i.mug MININEL 111•••• MI I IMEROMMOBISMOSIMwifiiGiallii'irT INGISMEMENISMINMEMBIEMMOMIONI MalliarnifilialMilailiaMINIIIIMST ® Iammumansmanorassummil u�m� ���1♦��s u����■����■ F-I EL.6 5 EL.b..5 . ,1111•11.111111111111111111111111111111•111 MiliiiiiiIMMIIIIIMiiiiiiinilimEL.6.5 I I I I i I i 1 L f _ ___ - ____._ __ IEL.45itjjr - - - - _ y I � EL.4.2' EL.4.0' O EAST ELEVATION W SCALE: 1/4" = 1' ›"( a li cod - 1 T-� i rL , \ - - VTL1 IL i l W__�f__ _ i p Qcl,X I -1 _L -__� .l T_'—, o _ I p >' L 1 ,A 1 _ �., ._T� I �,�_ 00 �4,tiw d al 0 1 FIT 1 I_ i 1NI ' , II I LFr ._.J.1-.1_ III — - -�- - — �- I_..�_i7 (-_I � I 11 �I N ..g W JfrL11 7 J. ( 1 i 1� 4 1 `rif T Irl: i H 1I .NN...., •ci- E,,.,.,,i 1 I i j _ H /y % ..T-------,....-., 7,,--• .::7-Z,.__ r Tr--777,17-7 � i 'T ` 7, -I �T-i- r� f I L -�war(Rl>•i♦■/�l■1■I�������(��,I,f�1�I �� 'I I�I'/■I� ■ 0 '045 V di�� i I1t11 _.'__ fiI , I 1 I ' 1� HY '1 fcr,L1., 1 cnI � Il _.I1 �� ! _�.�. �I r ■ a.,:,l....- -._,. - EL 100' - - --Tit _ __ _...•.._ 1 vy --: - ca) U 2___, _: • , . ,: . . _ _- EL.4.0' - - - - - � EL.4.0' g NORTH ELEVATION , ._ _ _. . _ _ ___ __ __. ,. _ . ,.. _, _ _ '_ ...-.' . SCALE: 1/411 = 1' ,._� ,*:Y '!•.`. Mt,; , , ,•AItte. `�\: _J eye" �: lgg ,. 1 :: �^- �- DRAWN: MH/MS Z a,r„p,t:.w,; t 'IA " ' :Y SCALE: 1/4"=1L0" ' * ;,shy .r gin" JOB#: • : ; December 24,ZOI4 ,. �?' SHEET NUMBER: A ME II 2 PAINTER TO PREME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: a44 A - / 79'-51/2" / 9" / X r 9'-93/4" 9.-93/4" 91-93/4" 9'-91/2" 9'-91/2" 9'-93/4" 91-93/4" 9'-93/4" , 1r ... I , , , , i , 0 i 1 1 1a 1OF 1 I I i_. , G. f� i , 1* , I3-c>3 1 CI ' (2)2X12 ACQ DROPPED GIRDER : (2)2X12 ACQ DROPPED GIRDER (2)2X12 ACQ DROPPED GIRDER ' (2)2X12 ACQ DROPPED GIRDER ' ' ' ' ' ' ' 1 1 1 1 1 1 (2)2X12 ACQ DROPPED GIRDER 1 1 (2)2X12 ACQ DROPPED GIRDER 1 1 (2)2X12 ACQ DROPPED GIRDER 1 1 (2)2X12 ACQ DROPPED GIRDER 1 12"dia.CONC. PIER, 0 12"dia,CONC.PIER, t (2)#5 VERTICAL REBAR, o 24"X24"X12"CONC.FTG. O p O p (2)#5 VERTICAL REBAR, I 3'BELOW GRADE 3'BELOW GRADE ¢'o ¢ 24' 24'X12 CONC.FTG. 9 -6 91-93/4 (TYPICAL) 9.-93/4" a 9.-934" 9 -91h 91-91/2" a @-J 9 -93/4 9.-93/4" (TY 1J g,-ga/�„ t, I 0 1 I ,/"'"� I L _L J ,/'�.-I L �^"�,_L J J 1 1 J. 1 1 t I 1 1 r -r -1 t r -r 1 t 1 r -r 1 1 =rI 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GiRDER 1 t (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 t (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 1 (4)2X12 ACQ DROPPED GIRDER 1 1 - __f 4 • . J . 4 L J t • i J t . . , l i I2'-10" �, 7'-10" r 3'-43/4" �, 50'-21/2" �, _ " ' " 2 2 -O I4 la -an r Z 5 -0 °° % o " I Z 3'-11" t. 3'-11" 6'-0" 12'-0" co© 14'-21/2„ 12,-0" Ti 6'-0"• 6'-0" •• 10'-03/4" , " I 1a. • \` v C 1540-510 SMART VENT 1540-510 SMART VENT 1540-510 SMART VENT 1540 5}0 SMART VENT ^ 0a� 1 l.. �^- i. 1, ,. .._. e. .__ . _ _ O O v _ V O `d O 7%.,.., I ¢ I ' a t '' • a • ' o - .. . . ' a __ �- • a • o • ' D.._' a • o aD. • a . o . . . aD. • a • o • • a' ' LEDGE2 BOARD TO BE FASTENDED icy 1 N X - _ -- �_.::'_ a ' , _ TO BL ILDING WITH TEMBERLOK® p_ "' Qx - ,Q n x i 4-,'.,_- ",.__t .._ _0 4• �. \ - J ,._ 4. 'r o SELF-COUNTERSINKING SCREWS'�/ ./2X8 ACO DJ12"dia.CONC.PIER, 1 . 4-{-+-+)' LEDGER BOARD TO BE FASTENDED �� ,,tc, - BY O_YMPIC MANUFACTURING ,Irr- @16"OC / (2)#5 V RTICAL REBAR, 1 i I s „ TO BUILDING WITH TIMBERLOK® ' " O + " - a 1540.510 SMART VENT 1540-510 SMART VENT 2`S REWS @ 32"O.C.) Q .n ,�{ e 4 I , ra , 23 -51/4 r2 -0 r 23 -51/4 , , w , I 24 X24'kl2' CONC, FTC,, ". r I - +_ - ' 3'BELOW GRADE r` x SEN 5C1�Etl�S h 1 • a ""° • P a a • o a •D a •• o •---c p e •. ° o •- ('� x �� •-- --• rT.-YMCAt)_._,- ._� r- ' ---- --A g. (.7) L(') BYO(YSCREW$@32'MPIC ACOTCRNG _ _ �•- >;` ,l_��_ _� . _. ._ _ -. . .. _ . . __ _. .. _ �.✓ of • --N-Fr��.---;-, ' :\ \ - �, r tom' - - LL F i - a . ,- BEAM Nnlo :.1:. t ' 4 5 1 $MARTV NT r 4 •I T""` ,ice ( i$"UtlID"'Y1 G?FERBiA, � 1 ___ ____•__,.•_______ 1 iv ' o_.__..___.__, H 2 X1 �C D 1 4050 E 'a Y I , 1 x 2 Q , • _ 4 �-:x_-,, - - -_ 1(.22m7ittil ^--CIRDE2 o . s a . a • rV -' ___. ._.__-____ .._ _ __ __- • • I .4 - 1 40 7 10 7 -10 7)-91/4.° 7 -9/4 7 -10 7 -10 1 -b . Ai 6 • Icv 1 1 1 1 t 1 1 1 1 1 • p �• . !"� _ x = 1 a _ 1 WM 1 c =c 1 SEX 1 e. , 1..i.... CTT I a 'D r7 1 Egi 1 1 n 1 I r -r I 1 a- •v- I ' -I 'o k t{ 1-3/4X9-1/2 ML GIRDER t S3)1-3/4X9-1/2 ML GIRDER �'3)1-3/4X9-1/2 ML GIRDER s3)1-314X9-1/2 ML GIRDER a !3)1-3/4X9-1/2 ML GIRDER' ; (3)1-3/4X9-1/2 Mt.-,IRDER; '� 4 •° a o� x N �{ • N ti=p , tati I v IA v .4+ v- I t� r x1 ., • ' ,E N .MI 1.4• tIa �- \ :}' r'" '- 4 a (3)1-3/4X9-1/2 t (3)1-3/4X9-112 �'N , :9,!. 8"X16"CONC.PIER ONrx Q 4 Q et c,4'o4g- 1 ML GIRDER , 1 ML GIRDER r ti,i 1 0 1:_. x" I, _ ds-.-O(2 22X8 ACQ fijrr-- „ - _ ,r), I 32"X24"X12"CONC.FTG. l`~ • L- - •A _ a t ^ � `s rr „ , n`--- -- r » r „ x s"�, Q i •I 2 0!1 - _0 5 --g3/8 5 -$3/8 1 0a�, I(2h1t1 ML < ' 11/11X" 8"X16"CONC.PIER ON C `^ '` '?....7 I I - a 32"X24"X12"CONC. FTG. ;c `�` I '¢ x ' 13);1-3/4X9.1!2 ML GIRDER i (3)1.3/4X9-1/2 ML GIRDED 33) 1-3/4X9.1/2 ML GIRDER'. 33)1-3/4X9-1/2 ML GIRDER ;3)1.3/4X9-1/2 ML GIRDER} I (3)1-3/4X9-1/2 ,G� DER' T _" -__._.____ ___.._ 0;,,,_ 1 C7 (TYPICAL) C� n , I I I I I , - - �, I _ _ tlag`r--t ] ini.-] I ME , C �C=E" _L t t e p . a p �... ' • • p ' Q p �, ' • p • Q p �s • . • p 1 1\k.) Q w ::: I_;_ , I i -, , r r I -..wvJJJ- ? C {b- i _o o e _v e ,e: jhO ca N s I I I , 1 / I I I I LLL.++---+n►w►► n`y o a W o 7 10 71-10" --- 7 -91/4 7 91/4 7 10 '-- -- 71-10" l-C" cs.� '4* 1 \ -1�--'x;' i� `� 't, �-- 'r„ Yjv •a. i', 1 , 4 f", N r15 WIDE X.14"DEET BE 4M - E)(2)2X8 AC,Q _ _ Nr® 'T til. 4- �,� __._._..._______..__..__. ___ .. ...____ _.� ___,._ _. . . • ._+ lic. GX v . p `�4 p `. • . v e • p C p -• .r v r ^, 1 .44I +O,4 tea �'! ( 0 ,�' , Ca v'I ^ , / M W oo u� 'a a , rt r ... �_.. .. \ 4,� ` '', 23'-51/4" N� /2'-0" 23'-51/4„ `� a,� I' C Z ¢ kJ! I ,a X¢ � , 1/"i ^ I r,1 N X r } • ' I "'�r,'• '-� _'I .A r ` I '"- - ' - " p GENERAL CONTRACTOR TO VERIFY BUILDING DIMENSIONS ,I r o e �,o a v :. e v Dd v . . . e a v ': v a v ". v -'. v • `a v '+ v •`o v v • 'la , v ". 1, AND BUILDING BEING SQUARE PRIOR TO BUILDING FORMS, N---44'..... Ob w i 4 -j._.. .__ _.._.c _ SOL -2'-.• 4 Q .a 1 _ o' • e _t� _ e _ A 4 _e� _ , ••••••• ••.".........N ADJUST AS REQUIRED. 1 I 1 - 4 eL .--'4,-r •^-�--' e'dla,CON[.PIER •' 'm VERIFY SIZE AND LOCATIONS CUTOUTS FOR TEMPOARY Z N/24"x24"X12"FTG. • X _ LEDGER BOARD TO BE FASTENDED 12"dia.CONC.PIER, w r" "a �p 1_ ,L) AREA:1733 SQ.FT. STEEL BEAMS SUPPORTING BUILDING,PATCH WALLS WHEN I 3'BELOW GRADE ■� TO BUILDING WITH TIMBERLOKS o (2)#5 VERTICAL REBAR, 2-,1 a' SELF-COUNTERSINKING SCREWS I I 3'BELOW GRADE BEAMS ARE REMOVED WITH CONCRETE BLOCK,STUCCO^N O REQUIRED:t) a I0, el iP " T BY OLYMPIC MANUFACTURING (TYPICAL) FINISH EXTERIOR. (2 SCREWS @ 32"O.C. 8"X16"VENT/200 SQ.fT. Q 12"dia.CONC.PIER 1 otD O ■� oo■ (3)2X8 ACQ GIRDER : A LOCATION OF NEW GIRDER TO BE ADJUSTED AS REQUIRED , 1 3'BELOW GRADE I _ * w e® . ■� r esmees ■ MiN.VENTS: [9j tH ,• z �x x( 1 - '0Ey4- 3. TO LINE UP UNDER EXISTING 6Xb GIRDER ATTACHED TO o m m (TYPICAL) cf� • FLOOR SYSTEM. co .14 p 1... ,..1 .,, , ,r , g 1v', �- (3)2X8 ACQ GIRDER ;� 9 -0 / BOTTOM OF ALL FOOTINGS TO BE MIN. 3'BELOW GRADE. p m "E tri \t./ t� 4. VERIFY EXISTING GRADES AND WATER TABLE(EL.0.7) rn cr's o •4- ��, 3'-13/4" 6'-111/2" �, 6'-111/2" Y1 r 10 -0 / AND BUILF UP FINISHED GRADE A$NECESSARY. (� x „ ,r 0 „ , 1/4 PROVIDE ACCESS HATCH TO CRAWL SPACE LOCATION TBD 't� Z II. u 1 r r / / r WiTH PROJECT COMMITTEE 18 -03/4 134 -0 26 - 5• ca Lf� . / 14'-03/4" / 50'-21/2" 22,-03/4" V P 4 r Lott ^ 5 2 M 1).8"THICK POURED CONCRETE FOUNDATION, 3000 psi.VERIFY TOP OF WALL 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES aa v gTOHEIGHT WITH LATEST SURVEY PRiOR TO CONSTRUCTION.WALL OPENINGS TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM SILL SEAL. HAVE(2)ROWS OF(2)CONTINUOUS#5 REBAR OVER OEPENINGS.WALLS OOONCONS CONSTRUCTION . W FOU CATION PLAN WIR TH EXTERIOR FOUNDATIONS TO BE DAMPPROOFEDS R CODE WITFH A BITUMINOUS 6).PRA.OR VIDE INTERSECTIONS PLIDJOINTS.ANCHOR BOLTS TO HAVE A MINIMUM COATING. 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED /� SCALE. 1/4„ = 1' TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. FLOOD VENT BLOCK OR POURED 2).FOUNDATION WALL TO BE SET ON 24'X12"CONCRETE FOOTING(2X4 1.1 SUMMARY KEYWAY).FOOTINGS TO BE REINFORCED WITH(3)#5 CONT,iNUOUS RE-BAR, 7), PROVIDE(9)FLOOD VENTS(min_)THROUGHOUT.LOCATIONS TO BE INSTALLATION I N S TR U C TIONS A.This Section Includes unit masonry assemblies consisting of the following: ___ w ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM,3000#CAPACITY). VERIFIED AND ADJUSTED IN FIELD FOR BEST LOCATION FOR FLOW WITH NO I.Flood vents H OBSTRUCTIONS. 16-1/4" ROUGH OPENING 3).DECK PiERS TO BE 12"dia.,REINFORCED WITH(2)#5 VERTICAL MAR.PIERS p EXTERIOR INTERIOR 1.2 QUALITY ASSURANCE LI) F�'•i TO BE SET 3'BELOW GRADE(min.).ALL PiERS AND PEIR FOOTT INGS TO BE ON 8). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ALTERNATE STR.P G DOOR •, . .• u { ) ) L^ ATipNS ON SI ES r P.EMOVED t UPPER STRAPS A.Conforms to applicable BOCA,SBCC1.ICBG,and ICC code for automatic flood venting requirements, ON UNDISTURBED SOiL(TYPICAL). BLOCKING AT 8'-0"O.C.AND MIDSPAN.REPLACE ANY DEFECTIVE MATERIAL I,• BEHIND WALL C AT TIME OF CONSTRUCTION. » 18-1/4" OP N ' ALTERNATE PART 2-PRODUCTScn 411111 �••� /�� ^ /� ///rrr''''" 4).FOUNDATION SLAB TO BE 2"THICK min. FOR CRAWLSPACEE.SLAB TO BE NO 10 �• s DE STRAPS CA P I( i J [ t S�� ) (min.) BEHIND WALL '-'- l\/i 1�.1 LOWER THAN 1'FROM LOWES GRADE, 9), INSULATE FLOORS WITH R30 INSULATION. � ��` , 2.1 FLOOD VENTS �{.,� 41 •111 2-., iiii EN -- 41 II�IIIIQS ..-i7�11 '= '- 4'CJ OPEN j 0P I 2"x 15-1/4" OPEN A.General:Provide automatic opening two-way single height and double height vent activated by flood N EN71.1111111111111.11111111111111 waters to relieve unbalanced lateral forces on foundation walls. 8-1/4" ROUG"1 8-1/4" HIGH X s Fl Fl OPENING L_ 16-1/4" WIDE , , 8.Minimum Opening:Ability to pass objects up to 3 inches(75 tom)in diameter. ROUGH OPENING 3-C" 414 OPEN 0?CN eRAME 3"x 1P-1/4" OPEN C.Size:Designed to fit openings in modular masonry construction. -_ DOOR ..., OPEN M 1.Single Height:16 x 8 Inches(400 x 200 mm). r -r- , '• 2.Double Height:16 x 16 Inches(400 x 400 mm). BUILDING BUILDING loOR SHOWN OPEN FRAM •• • U BOTTOM STRAPS IN FRAME •• BEHIND WALL D.Frame.Vent,and Louver Material:Stainless steel.Type 316,formed and welded construction. 0 V) [NORTH-SOUTH ] [EAST-WEST ] STRAPS GOBEHIND WALL M X ,, AND CAN BE BROKEN OAF p• E.Vent:Pivoting,solid insulated face,perforated face for ventilation,removable. / / / i AT SLOTS TO AVOID 12 // My • ---•-•. ._•--../_-•---•,•-,. --,-. •�--.----,•,'-- -•----,A;--..---I e.', 1J CB S?PUC TIONS '• • 1.Free Area(Ventilation):1/4 inch(6 mm)square perforations;single:SO sq.in.(0.032 sq.m.), !t �..........„ double:100 sq.In.(0,064 sq.m.). 15"W FINALGRADE ••♦ ►• 2.Free Area(Flood Relief):single 200 sq.In.(0.129 sq.m.),double:400 sq.In.(0.258 sq.m.). • I EXTERIOR VIEW 3.Louvers;Automatic ventilation louvers with bimetal operator, X 15'W X 14"d SIDE SEC TION VIEW 14'd 4.Vent Operation:Sealed float releases vent on rising and falling water, ' ^.-, •_,."--_--,"- .. +� ".5 -__�,,,_ ,,-_-_,-Y„ „ ,r,.c-,�.. .-^_.,;, F.Installation Anchors,Stainless steel straps,four for each vent.No Installation tools required. "-` qv� 1. Prepare a CLEAN 16-1/4" wade by 8-1/4" high rough opening for each vent (1 block Male x t block high) G.Maintenance Tools:Requires thin blade to release float pint,.*•"`,'' - -,`: 6'W X 6-1/2"d li with the bottom of the hole no more then 12" obave finished grade, `� " rT y+ '- p 2. Measure we thickness end bend (more than SO') 4 shops at nearest slot 1e the measurement from pointed end H.Products:Subject to compliance with requirements,pr {eie�nr ptiaw;rg 4' i \3 aroma^:;,,.•, 3, Remove door from frame. (turn upside down, notate bottom of door out Nerd and slide out or slots) - s _':i.:'1,,,!- 6'W X 6-1 2"d 4. Insert two straps Into two top sets of skits to frame from rear. Alter pushing teeth through rear set slots, {;�,!" �# F` / ONLY PUSH STRAPS ONE LUCK INTO FRONT SLOTS, Straps snau d hove bent leas pointing up. I.Smart VENT manufactured by Smart VENT,Inc. ✓p L.' S9 .q- .4 4 5. Caulk may be applied behind front frame flange. Tilt frame so top goes into wall opening fest with strap legs "+e' C''� 's ii , S"'1,^4's DRAWN: MH/MS gong behind PART 3-EXECUTION f'"`"� C' x �".' +.. '- ^''`.'.e' g g kiln., wall above op=_n:n3. Push frame into opening so }rant flange is tight to face a: walk 1j�. � ?.,F„, , �q 6. Reach through frame opening end Install two bent straps through two bottom sets of slats In frame, treppirg wall ; i `4ax+ i-,J "-tb „ , „ TEMPORARY STEEL BEAM between front flange and bent strap. Squeezed atrapa }.ant. Froma should flush to wall face and secure. 3.1 FLOOD VENT > ,; ,,.�A - SCALE: 1/4"=T-0" 7. Check that frame is square and sats are door of debris, mortar and caulk, pr +l/ 'y,`;{';,;+fq,4j,yr ,�5 •..,,, 8 Install door !nth frame byres n bottom of door with plastic pins) and front wIth smaller squares) g ` 9 Fig 1 P ( facing up. '1� '-`r.�.r�+sr J013�*: • Slide door Into frame such that metal pins on each side slide Into sets on sides of frame. Let the door slide down A.General:Install flood vents In accordance with ma d is tnstr iqq":spaEq a en y aY t bundatl m ADJUST OPENINGS IN FOUNDATION TO ACCOMIDATE BEAM ANGLE TO following the path of the slots, until they are at the bottom of the slots in the dimples. perimeter,maximum 12 Inches above grade to bottt 'f v it. . ' � „ .;'::: December 24,2014 44 9. Let the bottom of the door go so that the door rotates dew, Into the frame. The that door is latched on both sides. B.install one single height flood vent for every 200 s'q, sed space below 4e IAinCe,- �` ' SHEET NUMBER: REMOVE, PATCH OPENINGS UP AFTER BEAMS REMOVED WITH CONCRETE C.Install one double height flood vent for every 4001 sq, p.., d sp ai BLOCK.STUCCO FINISH EXTERIOR D.Adjust flood vents for proper operation. 4iSlag 1. r • 1\ 3 ARCHTIECT O VERIFY PHOTOMETRIC ARRAY PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FiELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONSPMT WITH MANUFACTURE PRIOR TO CONSTRUCTION MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SiTE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WiTH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKINIG AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, 'D li 1 REVISIONS: 0 U I . • II • • • III 0 C. 1 - ,•/) . A"\ ./..":,>`',:., .,.;.:,„, , '''K'--------')':(<' -- -— - ><r-- '</ \ 7 \,.. "; -\\. .c) K/ / A • • \ •>> („/ / ‘;\, • , , `•,, `,,, ,, ,•,/ ,/ ,,- . .: -,):4 / • `'' / \ '>>-' . • .,/ r.,'" ', \ \,r/ \ /,A •,\.„ ,\,,;, -,-'; A \ , , ,, ID ,:. -- ,.,--.,..,„, 7. _,-,‘ -<,, \ •„::, , ,,,,-,,,,,,,,v,_--,,. s.,...„ , ,,., ,,,,,,,,,., ,,,,,.. 1 --<,";,..,,,-1 ID . , , ::, ,,,---- : ---,-.)„,<..- , ,, ,- -t „ , „ ':>,-----, / -----, '` //\e\ , / .)„.,,, ,X' \\\ / /1 ->\ c,.. . '/ k,.4 ' --. \ ;x, , \ , ' 1 \'.. ,' ,\/ ,,, s, \ „\\/ / k\ • , ' / /> :i'c '\ , c / ,, ',`:`,` \ / ‘••/ V/ /,' r 5'-0" 1C-0" .- \/: - '\. : 7, '\ \x:f - • / ,/,'/ \,„,,, .../ — •, '../ 79'-51/2" N,,, 4`,,i-- ,.\\ tf .s,:•:>, ,, ‘,------- , K,/,'' 1'-•„ r / / .;, -'V- ' , , , '-,<:„/ %•;, ‘,,.<, / 86'-4" y\\,, /..„, ,,,,. „:.„ . ...: ,, 7, • iv") 1 2'-1o" / 7'—i0" 3'-4" 5Q'-4" EAST DECK 22'-o" „,/,\ , ,, 1 0 / / / , \ •\," i 1•, . . 3'-11" 3'-11" . . / 10'-10" / 11,u---n-„ :----‘ \ , 'EPLAC= r .OPN\*, ‘.:3---- \ "'-',,-' ;,' \ s , .. 1... 'j SHELF H \ w/TR.NSOM \ EX.OPNG. EX.OPNG. EX.OPNG. EX.OPNG. a/ ' \ \ .. \/. '' \ \ *I% \ ,- , / • 0 I_____, L '' ,:..\ ___................. ,,./.? ' ," ' HC ACCESS SILL 7 _____,,, i --n I-- il 1 1 1 , -..., . f f 1 •G> .... DN C r. I LANDING -C) ! II If , 10 . L L .., J____ , . \ , „, /, \ _,_____ / CW145 C\X/145 El"' ----- ______ ',/, '' '''',\ 77777711-117M 6'-0" Ir 41 1\ EXIT -- ' 7 \----V\ ----11-\ ir--1 1-7 7 y___)„, ___. , g , , HC ACCtSS SILL 1 I 'jl :,00, - ..)) Id--11 5 hX2, 1 1 EXIT A 14"X22"RECT. ;*1 Z \----c--- 3 .-- ------ -- rr rci \ 1 —------- FLEX1FRAME Em4 4X4 tr.ACKET A - 3-WINDOW SLIDER A- .....„-, o-4 f .-4 IVA il / . --/ \ (I-7 RAmp - KITCHEN A -___ - _- ---.T., III A L......___r_,\<,,,,,/,), r -gt 0 TYPE I HOOD w/ANSUL SYSTEM -<- < \ - B o C2ANTILEVER) r DINING AREA \ , - A , s ral CID E-4 I _I MAX PATH: Co / ...<- S ._ MAX PATH- ... E) MAX PATH- V) S<1 - ' 1 ' — ..._. _7:4--- OPENING \'' '', \\,' I Z ,--1 IV— 7 ..,....t in -- ..„., 1 -\ r , , Ii ! 4,1,14 24 n WINTER DINING 1 .._.. .._ .. _ .... .. C..) 4X4 BRACKET 0 4 / ir- L 1 ) L L J r- --ir-i- - 26 ... CATHEDRAL CEILING :s,------- -0- p , ; 4 _____ / FOR HVAC r -----y ''' ' MI fr4 CI ,--- r- ( C.) A Aree....„.477 , ,,),. / 14"X22"RECT. /// F(LsEEXEIFERAMLEv.)E C:n. CN 13'-61/2" • /, ' 'r / ' .< , ',///', ///// ' • /// / Or ' No,‘,-4. ..,, /// r , ' ../ //.' .// 41,41 / ---/- ,,\ ,:4` N--- - - - - — 2'-14,2" . 1 2" 5'/A ,1.2" 5',AA -,k „/// - .41-4 • I 1 I,I I 21'-61/2 MW2 1 '''''.1 00!;:+7 ,///'''' // 4.„ . , . / /f /// / • / ' •••••••wr 4110.101111111111.1.Inlay '''•#111=M11111111 / Ar 1 .1 Kromml irdrApror INI ...1%... PladI N'IN. /f.S.\.2.,.2. .,2:_......:....e_ ,,,--;4 -4.14.,•=4- 44fr / / I \ CW145 I , ro CLOSET / I To / / I - , A1/4 ..),r I n ,.., AI•'-''-' 3'-0” imp- 11, REF. "/ FREEZER TUBE STEEL (41 -''-'1 '—'ir 4r.i ir -- 4X4 13 tACKET I01\ c;NG BAR --I, '''\ t,„ 7: 7,,-.,•it iii,-;7-1.-, 1441.rf:_11.1.4"-.4"..r.1 711-'42=1.42'gr--121' ....1...1:21/2=2"-;:.. ENTRY EXISTIMAX PATH ' 1 - / . : lel -4- -. ' (Vi;s10 * RIP RtQU f V MAX PATH: 0 25.7' 50.7' ' I I- o 0 ...0 ' , I .. 2• wed AX V EXIT / ./,.. ...,, iN C\I ' , 2xIn ACC1 11 I 3'-0" 1 1 ' , 1 1' ›'.4 111111 I I L__ _ ____i______ I \ \ 16R 11T 6-3/4"RISE CW145 CW145 CW145 1 1 I CW145 CW145 CW145 Vj./4/' 4.1 CA R b EXHAUST I 11',It 114 I ' , . go ' I I UP I '--' WEST PORCH In FLUSH w/FIN.FL. 8'-O" 4°''''-'1 A z PER NYS CODE 1009.3 ( STAIR TREAD MIN.:11" STAIR RISE MAX.:7" II / C cio 8'.-11/4" 9'_33/4" .1, 10'-4" 8'_21/2" / 8'_21/2" 6'-2" / 6'-10" 8,-0„ 7'-2" / • • / 4'—o" 14'—O" 50'-4" / 22'-O" / / 86'-4" r-, / / rc c\I EIJ, E CI) 0 6 V EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES,HIGH-PERFOMANCE . ,Z LOW-E GLAZING,UNFINISHED INTERIOR,CLAD EXTERIOR.BID STANDARD 1)GENERAL CONTRACTOR TO REVIIEW EXISTING CONDITIONS WITH ARCHITECT 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHEREX in •,-. u 0 Fr5 v-i '. -$2 HARDWARE(VERIFY PRIOR TO ORDERING),1-1/8"SIMULATED DIVIDED LIGHTS DURING DEMOLITION,AFTER EXPOSED STRUCTURE(DRYWALL REMOVED) APPLICABLE.PROVIDE DEBRA-PROTECTION PANELS WITH FASTENING - WITH SPACER BAR.WOOD INTERIOR GRILLE(REVIEW ELEVATIONS FOR GRILLE AND PRIOR TO REMOVAL OF ANI?STRUCTURE FOR ANY UPDATES AND/OR HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 SPRINKLER PLANS ,. ." „.. „,-.:1 — , , a PATTERNS).5/4X4 AZEK EXTERIOR CASING.LOW-PROFILE SILLS AT DOORS CHANGES TO PLANS AS REQUIRED. I, @) to (ADJUSTABLE SILL AT KITCHEN).ALL LOCKS TO BE KEYED ALIKE. FLOOR. PLAN 2). EXISTING WALLS TO REMAIN.REPAIR AND REPIACE DEFECTIVE MATERIAL 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED.7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH BY OTHERS li' 4 ti ^'-‹ al 0 In ,,,c2, AS REQUIRED.NEW WALLS TO MATCH EXISTING (8'-4 1/2"+/-).NEW EXTERIOR c = cr9., 7; ----, g i010 cl 1.1 -..-:` SCALE: 1/4" = 1' WALLS TO BE 2X6 DF#2 @l6"0C i(TYP.). 9). INTERIOR FINISHES.DECORATIVE DETAILS.LIGHTING,KITCHENS.etc. -EL' - 0 0 ,g -.4 (•-t' INSTALL: TO BE REVIEWED WITH OWNERS. 3). EXTERIOR SHEATHING TO BE 5/18"THICK FIR CDX PLYWOOD. 10).INSULATE ALL EXTERIOR WALLS WITH R19 INSULATION. INSTALL FIRE EXTIGUISHERS PER Is) C...) (1) LAYER 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL WALLS. 4111) PROJECT NORTH 4),EXISTING CEILING/FLOOR JOISTS ABOVE TO REMAIN AND TO BE REVIEWED SECT. 906, NYS FIRE CODE - Iii (2) LAYERS 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL CEILINGS DURING CONSTRUCTION BY ARCHITECT FOR ADDITIONAL STRUCTURE. 11).INSULATE MAIN CEILINGS WITH R30 INSULATION.PREP KITCHEN TO BE cc C\I 1733 SF INSULATED WITH R30 POLY FOAM INSULATION. 0 4 5). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS P-1 SPRINKLER SYSTEM AT 1ST. AND 2ND. FLOOR PER NFPA CODE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 12).ALL WALLS AND CEILINGS TO BE PROVIDED FIRE RATED SHEET ROCK. ON EACH SIDE OF OPENING.PNOVIDE 3 JACK STUDS ON EACH SIDE FOR _ (GENERAL CONTRACTOR TO PROVIDE BUILDING DEPARTMENT SHOP MICROLAM HEADERS. 13). INSTALL SMOKE AND CO DETECTORS PER CODE. DRAWINGS AND SPECIFICATIONS PRIOR TO INSTALLATION). -,,... tr) w BATHROOM SPECIFICATIONS FLOOR OR GROUND SURFACES F- N.T.S. N.T.S. cn,l) 74 U , 0 Galley Ho Room Finish S. ehedule Bathroom(s)are to be ADA compliant as per Floor or ground surfaces are to be stable, cr4 ct2 2X ACQ SLEEPERS (3) 2X10 ACQ cam/ANSI A117.1 2003 6Y MIN. firm,and slip resistant,and shall comply MAX 1111,371=1,,, 7 it,1 TAPER FROM BLDG. (RIP DOWN AS REQ..) I24" 2" 36"GRAB EIAR with Section 302. Changes in level in floor tat Room: Floor: _Treatment:• - Walls: Treatment Ceiling: Treatment: Remarks: MIN. 1/4":12" PITCH FLUSH BEAM Water Supply and drain pipes under lavatories f --) .,. _ (33-36"ABOVE FLOOR) or ground surfaces shall comply with Nantucket BeaStioard MRI Beadboard to 42'AFF and sinks shall be insulated or otherwise 11111 Section 303, Entry '1/4"Daltile Sheets Gyysum Board Paint Gypsum Board Paint W,1 Wainscoting cap EPDM w/ METAL configured to protect against contact.There -- Carpet or carpet tile shall be securely CARPET ON FLOOR OR GROUND SURFACES " tF. '' 'Nantucket Beadboard IVIRI Beadboard to 42"AFF Bath No.1 Vi"Daltile Sheets Paint Gypsuni Board Paint FLASHING (TYPICAL) shall be no sharp or abrasive surfaces under r6-18 I _ -tt Wf Wainscoting cap attatched and shall have a firm cushion, Gypsum Board - ' 1X3 SPF f 514 DECKING lavatories and sinks, :Nantucket Beadboardi‘4R1 pad,or backing or no cushion or pad. Carpet Bath Na.2 1/47 Daltile Sheets Paint Gypsum Boatd .Gypsum Board FURING STRIPS O — I- — Accesible lavatories and sinks are to comply FRONT ELEVATION or carpet tile shall have a level loop,textured 1t4" ------ -- TV 'fi .' (2) 2X10 ACQ with Section 606. m U Dining Area Wood Stain&Llreihane Gypsum Board Paint Beadboatcl— PP:i'nn: , . loop,level cut pile,or level cut/uncut pile Ax ---4///////77774? Bar 1/4"Daltile Sheets Gmsurn Board Paint _ Gypaint Board _ Paint @ 1 6"OC -: . Wiiiter Dining( --Wood Stain Br urethane Gypsum Board Paint Gypsum Board Paint - 0 ' ''. ''- Wi 4 GIRDER A clear floor or ground space complying texture. Pile height shall be 1/2 inch maximum. Kitchen L with Section 305.3, positioned for foward /VERT. Exposed edges of carpet shall be fastened to g -31r- VIBLICA.L.CHARGESINIEVEL -. . ., approach,shall be provided. Knee and toe ,2"mAX 42"MIN.--1 floor or ground surfaces and shall trim along il 'It Close-t . West Porch 2X RIP .---,......, OVERHANG JOIST clearance compling with Section 306 the entire length of the exposed edge. Carpet ...col - CSX9 STEEL JOISTSIF East Deck ' @12" OC DOWN ......."-1 shall be provided. I- i - 000. edge trim shall comply with Section 303. 1/4" r. ......1.4621: tile,Zetar:r* r-,...., 3/4," +/ PAST WALL The front of lavatories and sinks are to be II Changes in level between 1/4 inch high -lir • ,, ' Outside Stairs i Ranip 34 inches maximum above the floor or IW.—n a ,..../".1 I minimum and 1/2 inch high maximum shall 2nd Floor Porch ground, measured to the higher of the be beveled with a slope not steeper than 1:2. Stair ood Stain&Urethan (iy_psum Board PaintGypsum Board Paint PREP WALKWAY------ --- fixture rim or counter surface. SIDE ELEVATION Changes in level greater than 1/2 Inch shall BEVELED CHANGES IN LEVEL Office W . e ' 1 Storaje Closet I 2X6 Faucets shall comply with Section 309, be ramped and shall comply with Section Me anical Closet KITCHEN (STAIR LNDG.) Hand-operated,self-closing faucets shall 405 or 406. Existing Storage I.I j . . . EX. WALL remain open for 10 seconds minimum. L W Curb ramps on accessible routes shall comply ___, _i 1,___-....«,!r •f`4, A/4-,c,- ..,. Sinks are to be a maximum 6-1/2"deep. with Section 406. .,,,,,f,:.4 , Multiple compartment sinks shall have . 7J- *,..\I S'46-'76,7N441 ,...- PAYArAirdrw-W2r •,,._- as :-_,*, <, ..1, DRAWN: MFI/MS PARTIAL SECTION at least one compartment complying with _ ,. :16. 'II" 1 Slopes of curb ramps shall comply with Section - t ‘'''''' 04, -7*,..._0, lv, SCALE: 1/4"=1'-0" 405.2. sf 4':.;',,,',,., .,7,!.• .*,..4-4.-ot '';, N,0-" the requirement, / * '"Illglr.'Ailri JA." j • '' L•PE ilF RFA 1.,..1!i,ir.,' ' -I's RI-RA:La& - ; , ,.„..,...:,,.-,„ December 24,2014 i tt!iil'i:-:4 %A ._. - SHEETNUMBER: HEIGHT OF LAVATORIES AND SINKS vt4!i .,'-' `7 ' q PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN cONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE C:OMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSF'ECTIONS .1-_,V;',' -_,...0 -1,', •,: i MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO vER1FY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT[PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INsuLATING AND sHEETRocKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. k REVISIONS: 5'-0"MIN. EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") EQUAL(MAX.6-0") ' GRADE EL 4.0 . 6a 6a 6a Io A T.( W T� -� 0 5'MIN. x ALL DECK PLANK NAILS/SCREWS V) u r z CLEAR a < RAMP UP® 1:12 MAX.INCLINE (LANDING} TO BE STAINLESS STEEL Z y ¢ 4 X ''"�2X 16"OC X V) c`1 w/LU628 HANNGE / N E� z a �y N _ �� a •,I D4 6Q 166 2-2X10 ACQ(TYP.) 6a �a E-740 L._ S'MIN. W W • i II r ,z CLEAR 01 O U o I = 5/4X41 W Lz, n 5'MIN. a RAMP DN. G�1:12 MAX.INCLINE a ACQ H U o CLEAR < > < 12X r� „ DECK fao to/LU328 +ANNGE PLANK S .---)1 V)w '~2X8Q16"OC Noo na W LU828 4ANNfERR4)t r:::) r:1 N I Pi uLUS28-2 N 2-2X10 ACQ(TYP.) N N ' I PLANKS HANGER I- C RAMP E-4 0 I-4.4 a H 5'•0"MIN. EQUAL(MAX.6'-0") EQUAL(MAX.6-0") EQUAL(MAX.6-0") EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") 1."41 a) a) NOTES: -..„----- ALL STRUCTURAL MATERIAL TO BE ACQ. BRACE AND CROSS BRACE AS REQUIRED. a BRACE UNDER RAMP STRINGERS BETWEEN -..----- EACH .-^^°° -EACH SET OF 4X4 WOOD POSTS. °....--- --•' SEE ELEVATION ____ sr r rr rr ,, FOR RAILING&- 5'–4 5'211-0" 12 –0 5 -0 _. BALUSTERS _ 1 T z _,..��„ µ- •a __ ____ t�v� 1 - - ---" _.---- - RAILING TO CONTINUE #� .. """." _Q`� '" �'"" .a" "`-„ w. ."- -- .. "•."'....-"- v .._. ,lv- 4: __ - 1'-0"PAST POSTS AT _: :z.- �=__= . .... ...-d..-�.-. .,..,..,.. ___ 1 _ UPPER LANDING DECK AT TOP&AT BOTTOM ;'- """''�"'"-"`'-"""-""`"-" - _-' _ ra- MIN. �- OF RAMP AS PER CODE O -„, LANDING- �^ LANDING- p LANDING l 10 EL,4.S -^~- EL.9.0 W MR o X10 ACQ V, .- ,.� � --.---,N- ( �� PERIMETER JOISTS 4X4 ACQ ft. "-""°""` - "_ " '" """----- J. `m"""-" �" '�`°I 8"DIA.CONC.PIER a `•""'. `""'"`""""""-' i111M11111r @ 3'-0"BELOW GRADE —s`""-"w V') rte✓ EXCAVATE AND REFILL AS REQUIRED ---- FOR RAMP INSTALLATION --- Z RAMPS: ----------- - ---- .,.-.-,.-•°RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. _...-- ------- .4 - — -^-- / LANDINGS: I f d fib"HIGH (MIN.) RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS '---------- ------ )11 "` � c (J RAILING SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH )11) '"' SECTION 302 OF THE AMERICAN NATIONAL STANDARD(ANS). `""-"""'"""°""`"-_ (0 rr_c_h( RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM __LANDING. o - HANDRAILS: I RAMP RAMP co N E RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING . -_-,-,--- - c� 2-1/2"DIA,GALV. o 0--- WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED ,-,, _, ,- _ 5 -t; BOLTS w/WASHERS CLEARANCES OF A RAMP RUN OR LANDING. ___ _ -,„,„,,,-„_,,,, O u- r-1 AND NUTS PER POST.®. O ---- PCr\ 2 2 -e -" EDGE PROTECTION: ..���.,.� - -., O 1 °' N 4X4 ACQ POST k o as EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE C-r w C D1 1 PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. ,�..�,-.. u _, ._ = - - -.-. M y +9 - gyp . Q , HANDRAIL EXTENSIONS: ------- ----- -L- N b��A �+ ' "-- - t;'. .---- 11 - 11 - 11 - 11 -11 - 11 - 11 — r;•.: 11 = 11 = 11 : HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS w, ---- 4, ,e' — -4 b• "1.�IA. I I I -- I 1 1 1,—,1 — 1 I '4 = 1 1 = I 1 - 505.10.1 THROUGH 505.10.3 (EXCEPT AT THE INSIDE TURN OF RAMPS). -^�M- -^ u –_—= 4"°PIRI@3'-0C - 11 - 11 - 11 - 11 - 11 -4v. : 11 = 11 = 11 - �' - v "-�4 RELOW GRADE p• 4 - - 1 I - I I - I E° \D•" Ln 'n'a:(TYPICAL _p'A' _ CU i =.* " : 11 -.11 - 11- 11- 11 - 11 - 11 - f = 11 = K„ w II = II — 1 - 11 - 11 - 11 - 11m. °.� 11 = 11 = zL 11 = 11 II 11 11 11 11 11 11 II�- I = 11 = E „—,'l 11 II II I I n _ . x11y \ Fel W TYPICAL SECTION oC _ LANDING _-_-- DNw - -- LA cr) F., To _ - EL.6.5 -- ------ EL.7.0 , ------ N \ ..------ Tall ttin) RAMP CONSTRUCTION r)ETAILS .....___ ., ,,,,t [""* ' 5'-0" 12'-0" 5'-0" N N s T, o RAMP PER ICC ANSI 2000 MAX. 30"RISE = H ' j PER RUN BETWEEN LANDINGS e 22'-O" U tn C), d z (i� w , -:, 1./ "-',' 4-, _ DRAWN: MH/MS !'c ":.r;'4 ? 0,';2 SCALE: 1/4"=1'-0" ��b6 , ..,?,;7,,,'. , - . _ JOB#: �j ' - ,per ' December 24,2014 C: Y qC" f "" r 26 •A SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY t)ISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ♦ r� MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ,. A .', 0 / / / as 18'-11/2" 8' a-11/z , { \ 8'-01" // 5'-41h" ii , � STORAGE W _ , L //A(///////./..// 4 e EN 6'.4" /o FILE CABINETS w/ / SLOPEDB G PLT,HT. /-I COUNTER ON TOP CEILING B N Ir, 1 3'-0" /_._.(\ / • I / u • o - _ - - - - -(3)1-3/4X9-1/2 ML w/(2)1/2"STEEL RIDGE BEAM NOTE: - - - - - - ^ " - - INSTALL WALL MOL NT' I" 139.5 SF m - HVAC SYSTEM NE MIN.9900 BTU,13 SEER - EXISTING OFFICE / z� o 1 PORCH 0 8'-0°FLAT ; a - "' - C k: 1G~ / 12 Co E 'n =-7 / EXISTING STORAGE r tt L _ \ j HVAC.GAS HEAT 12 I =, 4 r- / % (NO CHANGE) z N g O M 13'-43/4" / 4' \" "'" d N lriri ri - "3 0„" ii _� O 6'-4"PLATE HEIGHT SLOPED / 1,4 1- f r 4'-0" f CEILING [[[E.mi4 W 3'h RAILING(TYP.) • CVS 0 i C � `jI , z i MECHANICALS - O� OeCSoftware � <y [ IEI , .' p.'-'I g t :I : Envelope Compliance Certificate cip ° �. Z o 1 r 00 \ . Q w 1L Q as ; �',0, New York Energy Conservation rvation Coh ruct on Code E-. N 4'-0" I I 1f N a .ie Section g Pr jestInformation, NEW PORCH OVERHANG PrTom;Addition Prefect Tide: ns Constt•tssn Ste: met-".tit: S ,C r:" GALLEY HO WILK S01-0,VARTZ,.ARCHITECT EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES,HIGH-PERFOMANCE ry ^ ■ FLOOR 1).CEILING HEIGHT AT 8'-0"(TYPICAL). 5). PROVIDE MECAHAINAL VENTING AS REQUIRED FOR MECHANICAL CLOSET. 335 I srpterr PO 933 LOW-E GLAZING,UNFINISHED INTERIOR,CLAD EXTERIOR,BID STANDARD G/. IE Ji NEW"L'� i. CUT GUE- ` HARDWARE(VERIFY PRIOR TO ORDERING),1-1/8"SIMULATED DIVIDED LIGHTS 2).EXISTING OFFICE SPACE TO REMAIN. REVIEW WITH OWNERS FOR ANY 6). FIRE RATED SHEETROCK TO BE INSTALLED THROUGHOUT AS REQUIRED WITH SPACER BAR,WOOD INTERIOR GRILLE(REVIEW ELEVATIONS FOR GRILLE i CHANGES. PER CODE. Ct14I S' 1PI"'Ir info tion it PATTERNS),5/4X4 AZEK EXTERIOR CASING.LOW-PROFILE SILLS AT DOORS SCALE: 1/4II = 1I (ADJUSTABLE SILL AT KITCHEN).ALL LOCKS TO BE KEYED ALIKE. 3).ALTERATIONS AT ENTRY TO BE CLOSED OFF FROM OFFICE SUITE.VERIFY 7).SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE. fittingL Yc" a?(rcr a data): . Y'% DOOR HEIGHTS DURING CONSTRUCTION. IC1m3im : B).NEW PORCH TO BE CONSTRUCTED(SEE SECTIONS). FINISHED DECKING AND MAIN Come C '#1it1ILs rtQ7} 6): Navroetdor l 4).EXISTING OPENINGS TO BE REPLACED AS INDICATED.VERIFY HEADERS RAILING TO BE VERIFIED WITH OWNERS.PORCH SLEEPERS TO TAPER AWAY W 1t^:Wa tgIW I1Area Pd.: (MIN. (2)2X8 DF#2). FROM BUILDING TO GUTTER.GUTTER TO CONNECT TO DOWNSPOUT THAT #ei9rtlEr7} floor,1�a*ea INSTALL: CONNECTS TO DRYWELL(TYPICAL).EPDM TO RUN UP SIDEWALIS MIN.1'.ALL p ,...,INTERSECTIONS,PERMITERS,CONNECTIONS,etc.TO BE FLASHED. 04 B L p`=11.e15are 16'73(1) LAYER 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL WALLS. Section 3.Requirements C cklist ›...,(2) LAYERS 5/8" TYPE-X FIRE RATED SHEETROCK AT ALL CEILINGS : �sf - � a .: , _. s as s,.« -� i. ....,„r-:.waa.tis:. s.,'<,,,..,ban" sa kra, ,,,,,, ,:,-:,,r,,,a cil4r Climarte-SSPRINKLER SYSTEM AT 1ST. AND 2ND. FLOOR PER NFPA CODE. ecifie F--. t (GENERAL CONTRACTOR TO PROVIDE BUILDING DEPARTMENT SHOP Component Nar1p11 Cavity Cont. ' Rropmed illovst F--1 kr) DRAWINGS AND SPECIFICATIONS PRIOR TO INSTALLATION). Armor Pertyriter R-V 1L-rVon '; r U-Fadortio oMo Z Poor 1:t1a'.t 'rareed 1733 3011 &1.17 D Ind 19.133 `+�/ Roor 1„,PaloIROIel M:ia d 1T33 :3?0.13 L. Elf: €I.C2T Eilerin,Watt 1: ". . , 6.0.o. 1344 19.E ac 0.07 0.039 4A1ra mr 1:Wood Fri.pat Tp :(rter Leser4fmt.1 ,iot ICT. 7a 1 •- azo 0.4r10 alma ft ram niC0 BER SS.SHGC 032(c) WInOne.2<Y6Wo0 rt ee,Per.Type:Energy ente.d t, 930 - 01.9513 CACI ,d r,' HGO0.80 Om 1:Wool, t A 21 - - 0.28D 0.7 mor 2 Gly(i %gazIng)Nornietat France.Entrawre t3 ° 1G6 - - EMO 0.400 Pel,. pe -tee PTL j t ID:At4"` 1 410 .. CURIE.;SECT 0,24 it) Dow.' LPr lr e ShAal,Swortril'. 42 CI. fJ I1.7fIC1 Exll� t2r term F >1E'cs. . 1 151.[9 �}.t3 1 .[57 Et.lL95 0 1i rr^ rr 3 F'r ,T s1 Tye G"ts'1ait is r�� tt3: t 4290 f1.40O. rH ams 21 - - C.2'80 0.700 4 o II �;i?w plMler Lt ars s� 4 s►s e L 1 I ,OI LY, rr a sl r�r wt o mvrd u" dCrr & 'E9 _ 1^a€ 9!inti �_ ,4 w t"en S pry perFO!!P.'t- mutt rear 'r ten NERD ,Tees i3 �1-, a X o w Cd In 4/1 Air Le 'om anent Certificate n.•and Va a{+ m TMP , pKae _ r R�rr c tv y to *,I 1 .. oc 4 @. S t t s:a4� IlknUr eer 4 k a It tl� t 'fit r t' ' t l S paid �� i7II`"II 1di t tlCt¢.irer"6 Sat 2�4tct . p , i.. ®/ ego / ® 4„ . ,� . ' ® 4" 15MSt����ll�t ; tit �• - • tIIL�m� unsz .L •l fi Ilvtm* / 4„ _.,._.,..,._..._.,_..........- w ___ _ _ __ _ __.___ _- _.. . _ _.,.._, _,._.. _ __ _ ._.-.. .>~I ____ I - nnlect Tt11e: iR art tlx: li '.I'tiS m ,".,.,fI ' I I '�� i1 ! i ( OR'. 3 Er t to G.IU£ Cik �.t�' ffl}0411irr r'•'' ?M' Ct:'/�i:1E`FtIb, P3 1 Cb' n rr) Cn NI , I j I � I I8 ! � , 1 ! o � I a 0I l ;il ' I ; l 1 gl lollill I I ( ill ti 1 f a� ow`1I ' 1 f `I 1 *10 STAINLESS STEEL / f 1....2.1 ( .11 / +(I 116666‘ /I I IfIOR GALVA'V12ED ,fJ I � I, �, -j ,-� r�� j I /I I �! ' ( ()rI I , WOOD SCREWS W/ ` , � ';� 1 f I; I - I I �, I W.45HER5/P 11"O.C. II III�I I I ( I 1 7 011/117 II ° ►� ri} I I I f - '� EX.FLOOR JOISTS } I I j i - I I I } I , _ 1__ _I c. 1 I o - - - - , .ti's -Er".4 1 -- ,({r 1 ,III } ! ( 3/4"APA PLYWOOD �� ,i - �IC8'-' I �1 /! 1 / 1 I 1 I I',. ,/ I� c I 111 ' SHEATHING 1= .i I / I 1 ( / 1 1/2'APA RATED SHEATHING I !� „ Lc-I I( II I I,1 L.,___._.... _»___,.' I;',__ 1 I c - GRADE PLYW000 �1_ _��; = I 1 I } I I V �ISI 5 I.1 I I (ALER,TT'ly E;7/16"OS,B,J / I \ .W r.r) (/ 1/x•APA RATED SHEATHINGr_i , _,..._ ,, ,i , , -.-.� ,, -_1 s 1) i H I I II I ' I I i� GRADE PLYWOOD I '•r I , .,, , ,1 A 1 (ALTEBNATNIVE 7/16"tl S ! I e 1) ) ICI i I I , /I) ✓ I oC/ If I I J 1 001 7 I ifiJ105TATNLE555TEEl � o / / / I I ' II _ / ` Y 2x4 DF:Y2 I i I "� r II ._ - - '..:..r_' mOR GA_VANTZEp I STUDS Il WOOD SCREWS W/ 71IIIIIIMIIIIIIIIIIIIIIIIIIII WASHERS IO 12"O.C. , f ��� 1 ' f f(1°1 f 1 IIii .... I; , I ._WINDOWSILL 1 ,�lif I -__- ! I .10 I (7 I . .z �j 1 ,•�` , , I �I 'I I ( I , i •i j _ Ili TYPICAL WINDOW OPENING ' fI��rr 1 �naa.rw..r ��� wrw� f I _1L �I } I) V I c 1 I I (LESS THAN 4'0X8'0"OPENING) ( r I ( ( #1I sTAINLEss STEEL .. I. I I L i L� ___1L_ i I I 1 1� i) ! f I i + I 1 ) I ! I ' VesLVgigso - - 'fie- - - - .-- __ ..__.._.__ ___.__._--...__rein --- tit � a I ' i u ..►. _ _' _5/4"DECKING --� woOD scRwsw/ �I tj._ tLflt EX.FLOOR JOISTS tmentiI�III Iflflfifflti 2X8 ACQ DJ ( 16"OC x o ( \ ( � IlI ' til � f !I rl I c l ! � I� WASHERS<d1Y'O.c, �1.. EX.6X6 GIRDER /� tr" EX.6X6 GIRDER /: ltd i TYPICAL DOOR OPENING 1Ml LLTIP�P 000 ASSEMBLIES it { ) r - EL .0 Uil_ 3 1-3/4X9-1/2 ,F �' I I I (LESS THAN 4'-0X8‘-0"OPENING) x x p x scups CONNECTED I j ., EX. 5X6 SILL PLATE I♦ ML GIRDER X • {4)2X12 ACQ (2)2X12 ACQ TOGETHER WITH STAINLESS STEEL - I OR GALVINIZED BOLTS Wi WAS 1=_RS •' 1 8"'CONC. D GIRDER a.•, GIRDER • NEW TERMITE / LINE UP UNDER ► •, AND NUTS®r-o"0 c D• SHICLD&SILL SEAL 8' CONT. . EX.6X6 BEAMS 8' PC WALL •� ����� �► PIER fTYP1 • ----DAMPPROOF EXT. r _ .. o'4d „....4.,,,-- SEL b.5 -" P 2" •CONC.SLAB i TYPICAL MULTIPLE OPENINGS r I ) .1 I EL.5.5 1 1 (MORE THAN 4'-0X8'-0'"OPENING) \FILL) •• Q •-�_-I- ,_._ ! I d -_- �__ , I ti d C °y I O *�\`''.. �_ . _I �_-i i ' I _ I ( a I I I e°j�12"dla.CONT.PIERi► �e' L 4 I • f � } � o•'•. . � a� • � - � - - - ''�° _(2)#5 VERT REBAR � _ I- --L=- ----1---- ��`:�.. _._.._._.. __-...,.,_._._._._...__ �.• _ _ _f - _ ..�,,g _ --24'X12 1------- _._�24'X32"X12"- - - 24 X32'X12 v f v. �•. _ 4::;r%.7; ;. - - - - - -- - CONC.---- - CONT.FTG. - - - - .✓.' t IF 6s< c;w',„ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - FTG.- CONT.FTG, CONC.FTG. I a d •% `� - - ted'' ` (3)#5 REBAR (3)#5 REBAR 24"X24"X12" 24"X24"X12° �. +��`�C �:-� AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) CONC. FTG. CONC.FTG. , � ,�fi ''''Ti:/;IS,'''‘ DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ,( ,' '� 1 .0,-‘4i., SCALE: 1/4"=1'-0" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO p x) �' r.. .':,,.,,,, '>,� JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6•S AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ill _.,. •s}�. : CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0' f , i,,,-;:.t-,,-',.?..1: i. December 24,2014 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SECTION A-A L '1. :,» r! SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, -",l SCALE: 1/4" = 1' Nig; Y „:2),,94::et4I ---,,...t, or- t7-.,.-)- - PIAN 5 PAINTER TO PIRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS „- , MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATWG AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: EXISTING RIDGE EX.RRs , tett«` rt � trt �t t �rt � t � t � ►ttrtrtlt � tt. trt � ltltttlrll � l � ti,rl4► l �4► 1 � ll, rlrl �rlr ! l�illrllr1 ! ii 1 I+ SII ~CEIIL CEILING I SLOPED •4a (2)1.3/4X16 ML RIDGE A •. IR2X10 DF#2 RR @16"OC I I�w NIo�I .�, '•, A` tl tt' t.t ! 1ct tI ►tt' tt ,rtF . ! "; tl,itSrrtt1' ! �, [? 1 ! i. h RA 1N , ii ii II , , 2X8 DF#2 RR @16"OC` 1 it A• n „ , '' "� A ,. , 5/4"DECKING OVER 2X ACQ TAPERED �: ;' ; ;' ' SLEEPERS(1/4":12"PITCH)OVER EPDM, 1 " ~ , , FLASHED AT EDGES AND INTERSECTIONS ` " "� 0 U II „ „ O 1111111�`►. i , 04 OVER 3/4"T&G EXT.MARINE GRADE SHTG. I_ EX.FLOOR — —_T-_ -____-- __ EX. FLOOR — ..-- n i i u a U .. ....... .w= . .. 1 , f _. i f { tt _ { _ 1 x _ 1 .1; 1 f ' .r... 1 1 I 1 '. `. + _...� 1 f --- - "-- - _. _ —.I _ ___ � , , M1.. •,.� I ,' (E !. 1 c„ p ,. �. n. i,1�;t i' +I I. rz , 1 , , u A ., iTi'GT t zmum .Tiu TZnim u t2 mIs�I� 1��.1_�T27t_2nti tm isti /iT�I Z�7 1 , „ � , , I . .,C 1_i.,C tial 1__ _ �,_ _ Z.ts t_t�► - �L L �_ L1 .[t �• _i, _t.i_.C_ GUTTER TO i C5X STEEL.;---7 JOIST 2 OC A 9 @ I T „ I CONNECT o .. N 1X PF 1 BL 8"TYPE-X R 35 @ 6AC,D 51 5 ,; il 1 JIL _ B �. _____��_ '��.._....7 -___ _ _ ._.._ _ _ _. 44 0 DOWNSPOUT _._ _ _ _-- _.._ _ - .. a__ II is L �._-_.-_._ � ....__.....�...•__-�...__.._ I i (" A se ,IPII oe me se 4'X4' 404 - N i; - jl ' i ' I I '�[1111 q zWl2 11 A CEDAR BRACKET �+ 00 i' {� I ►Aa -•- -•-- �, 11 i i 0, Q T : I ;I I I ' a 11 I ,i 11 II._ . «'0411 i' i �l _-=` I _ _- __v.__ r_._._� __ _ __ } � _^ =�1 a o r =-- - qA O II iit �" rr I 1 (� (4) i-3/4X7-1/4 i i I ! I, « i' I _ _�, t I LI ML B AM o L . 1= ....I._ is. 3/4"SUBFLOOR OVER 2X8 FJ @16"OC 1 EX. FLOOR i1 ;� EX.FLOOR 3/4"SUBFLOOR q a L. 0.0 Ili - - - E 1 11111141111411:1=311S111311. r !' t Y t- :- , It - 1. t ,. ,. f ,t to ,Y. fa 7 -l.. T7 \ t tt (H Y ry 1. r' r i 1.' , r T ,: 1. ;,_ ,._ w :;. ii, i- ,- . - .... , ,a' ,*.;. ^ I��.ti n� tIll brit ! '�i!I �,rit �atll �!I!� Iti� r lily I i i �-,- ltl�lT?ir�liKli1 itT1�l��;�lTl�l�l�:;tTl�{ili�rit �lil�iill�'�lTl��lltZ�TlT� #Tli.rl'tT�:�t�ll�lTlj,rtlT� ! li,ri lT�Ali !�il! t!� i ll3i! i�TIT h�tl�l� :�ilT. Llll�� ,! !i'� ! ,�llT��llt��lill;tTf� � ��i j.i T l i ,y T �,�� i•,i ��t Z T it' T >> i VI T.�t l 1�1 i �,' . ,... ,.. �--I IL��_I (3)1-314X9-1/2 ML GIRDER � (3)1.3/4X9-1I2 ML GiRDER (3)1-3/4X9-1/2 ML GIRDER ��� DBL 1-3/4X7-1/4 ML F1 016"OC a '�4A n '•4Aa - - _ - - r-4-) N vi: (2)2XBACQ • Ell aA '•e•'►'•1.•' 1� 4 GIRDER . I -- -- -- i - e • °QeA •°pa 4 t'a D.. 8„X16” D• MN NM — ' 81"X16" �•o .0•••‘;* :.'a CONC.PIER■ ■ 12"dia.CONC. a •� FLOOD PIER. (2}#5 v• . CONC.PIER •••' II �� �� jVENT o A. . 0 VERT.REBAR•4% a.• . I •': —■ - i . ►• ' e.'►' ♦.'. •• •• • ••.• .�4� • 2"CONC.SLAB • • lmolliiimi•imm.0111..Npoli.ilm• oll.me.vimfriligoir4imam.11.11•10op•.•••••1•10i,••...0...• EMI _ Q•. 2"CONC.SLAB •' q •' q . �� 2"CONC.SLABIII • e+► e \ p•• ♦ 1 ,° •p•►.••d. I �� I •! 'p....,v : 'p•►.,•d . ! ►p•►•••pr • tp.• •d A ►p.•••rd I �' • 4 ' 4 [a I 41' 0 I ►t J•p►• •• I D, I ►t J•p•• •► ••►' J•e•• i •t J ► ♦ J • ► •► J o•• i I D.r 4 • A 5 • A' errt. t. • p O v O i� .> v 'o. • .d I 32"X24"X12" I ••••4"..4 I 32"X24"X12" 1_• •d. - - �� - - °•a • • -- -- -- J ,• s• e• � - - i o•o•' I CONC. FTG. °.p� • I CONC. FTG. 1 . •s.$14.•a '► . i SECTION . , SCALE: 1/4" = 1' 0 wz� ha Wc4 o I! t1 ....., ,„ „, , < or2 zw c.,.. (3)1-3/4X9-1/ ML W/(2)1/2 STEEL RIDGE BEAM O. 1b EXPOSED DUCT ¢¢tStitilltIM. 12 ///\\ 04 04 oa k N CIJ BATH BATH KITCHEN KITCHEN BAR lk, CO co x .. u MIN.1"AIRSPACE BETWEEN — - \ - — In rn m o ••-• LAVATORY LAVATORY 3 HOLE SINK I DRAIN TRAY DRAIN TRAY HAND SINK �r N , �O -+ '.5 REFRIGERATOR HOT WELL REFRIGERATOR SHTG.AND INSULATION O r- .i t~ I i I I t I I HAND SINK 1 I 1 1 i I 1 t I I 1 t I r i. r Y O LAVATORY LAVATORY HAND SINK DUMP SINK DISH WASHER HAND SINK SALAD STATION SALAD STATION SERVICE WELL REFIGERATOR _•, i� 411 e to I i I I 30 I I I I I----1 L_ I I I I -I- ,„,-3. 4 Ln ticIJ 3° 30 3_ 30 3� 3� 3� 3 3 - III .. ' --- G QJ CO0� O 02 O O O O O O 0 0 2 -, ii •• O i~ II--.2O a 2- ��I C.O. IHC oK , 22 , 2 , 2 Y Y oY Y Y—II CO. , 2 Y , 2 o Y �I ©. , I -- G m �TO GREASE r I 1104 C] �� `� �_ TRAP TO GREASE ---- —_---.__ I I "- ___ U TRAP r ( M --R� — __._ .--——_ Cr)I if •,-+ to cc se ism se ow II i i Im N II 6� i i I i j I� .� W Ila° I .1. ( i r, F.A.I. -.=--.=_-_ J :V• 7C 0 3/4"SUBFLOOR III 1...,_' __L____�._-��-_-�- 1, II--- i. — T� 1 ?S m u? s Z.S? DBL 7.1/4 ML @76"0C k --DBL.2X8 ACQ DJ @16"OC Ise! 2X8 ACQ DJ @l6"OC I - - - -. -MU \ I °. 6X6 ACQ SiLL PLATE °• •°a TERMITE SHIELD ,4. (4)2X12 ACQ (2)2X12 ACQ \ '- '� '' SILL SEAL GIRDER GIRDER °d`• E"--r1 W \ 40 4 `l -� D• 2"CONC.SLAB D,e ,s •'41>� it TO GREASE v .11.14044111444•41141114400111 C. TRAP 4uC.1. TOSEW RUED -, 0 1 :..._.._ter_-.x._...- .z.... I a_.1 d •C e, i •D,e i CO I I TRAP HOUSE I '' I —_..__.___-_. I I— __..._,.L .. __.___ ( i_... •. a• pf12"dia.CONC.PIER•►•,'dj I _o w U _ ____ 8"PC WALL '▪.•I - _-- I ._..._._.—_•. Ii __._4 >• a p.i _ - —.�- - 1.. 0 - I - DAMPPROOF EXT°' '- -I - _ _ -- _ _ __-_ - ' _ - _ I _ - -- - - VERT REBAR-- .e tJ3 •b . in Wi ti) 'pd CONC.FTG. •'...f• ,; ►p ••►•d •'. — - - -- I ;•"•. (3)#5 REBAR •p•are. . I I �•e.• 1 p'e• -� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES — - �` - — ' PLUMBING REQUIREMENTS IN FOOD SERVICE ESTABLISHMENTS CONN.FTG. CONC. x C,. N EQUIPMENT � CONC.FTG. coNc.FTG. To prevent the possibility food contamination,a direct connection may not exist between a SECTION C—C p...-,4 SINKS,DIPPER WELLS, sewage (waste plumbing) system and any drains originating from equipment itn which food, u STEAM TABLE DRAINS, portable equipment or utensils are placed.This includes,but is not necessarily limited to,the 11 1 CONDENSABLE DRAINS, ETC following equipment: SCALE. 1/4 = 1 OUTLET ,A—AIR GAP AIR GAP--*. OUTLET STEAM TABLES ICE MA CHiNE/BINS FOOD iPR£PSINKS 0 c„ YLOOR DIPPER WELLS SODA TOWER DRAINS COFFEE(URN DRAINS g FUNNEL DRAIN ` i kt,1 INDIRECT CDIRECT RECEIVER LINE-0- CONNECTION I_ COOKING KETTLES WALK-IN FLOOR DRAINS DISHWASHERS CONNECTION (2X DIAMETE OF OUTLET) FLOOR SINK/DRAIN CONDENSER COIL DRAINS KITCHEN AND BAR 3-COMPARTMENT SINKS (HAND WASH SINKS AND MOP SiNKS SHALL BE DIRECTLY CONNECTED TO WASTE PLUMBING) * FOR EQUIPMENT REQUIRING INDIRECT DRAINS THERE ARE TWO APPROVED PLUMBIING METHODS: `°�� It \X J o• .< , , rL: ,. " A DRAWN: MH/MS j 'r*t" i; O �'*4' SCALE: 1/4"=l'-0„ .lit :. ',a• : ""t.s . JOB#: ►�:� " 'q ,ul 4 December 24,2014 k''y`m` '`c 1. SHEET NUMBER: -s, .e., , .,‘„, '------0--;14-4- . A....6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SiTE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRLiOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRiOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS, REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS _ . USE THE FOLLOWING APPROVED USP METAL CONNEC TORS FOR PROPER WIND RESISTANT & GOOD CONSTRUC TION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUC TIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. AIN 111 KING STUDS r 44 '. ....... ,-4ENDWALL ` RAFTER 111i CRIPPLE STUD . ' BOTTOM1010%�` DOUBLEJOIST ;"q011 P lull441,00, SIDEWALL ��, 1 1►\ °111111114111111�� I RAFTER I 1111111 IIi ....411 /� JACK STUDS ' FLOOR USP NUMBER DESCRIPTION APPLICATION flh J HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS - 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Ci) HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE Z THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING X24"OCC F-I .P .� .7► ® "' 4,'NNN\N/ N., WALL STUD -' THROUGH-ROOF EXHAUST ,�VENTS SELECTED AND Q• ( LOCATED B Y CONTRACTORMETAL STRAP --s® W" a w- CRICKET AT TOP-SIDE OFVENTILATION CHANNEL Q • (7 CHIMNEY AS REQUIRED Z RIM BOARD • O • I' RAFTER Ilk° ikliii4 �♦►�► .� � .r" WALL SHEATHING 4 RAFTERS MAINTAIN '� SILL PLATE(S) ; Q _ _ , • VENTILATION '� • • ' ' • ' ' ' ' ' • ' ' ' • ' ' ' ' " SIDEWALL FLASHING WOOD JOIST 'FOUNDATION " (� - - " TOP PLATE B LOC KING• • iii iti� i. BLOCKING 14\46... ', 1111111% FINISH WALL AND MOISTURE Bill ,r i, 2x4 LEDGER BARRIER TO LAP FLASHING ' ,`„�' i 2x4 SOFFIT JOIST ` ` ' STAPPING TO BE ATTACHED TO WALL STUDS ©48"0C AT WALL -- MAINTAIN GAP ` ATTIC SHALL BE PROVIDED WITH A �,, —FASCIA ``� I M®I U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND �� MINIMUM NET FREE VENTILATING AREA �j `1 GUTTER , )i FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ► ROOFING TO AVOID SOAKING WALL STUD 011 NOT LESS THAN 1/150 OF THE AREA OF `ah: ) IiII� % L THE SPACE VENTILATED. ALL OPENINGS 1 WOOD GIRDER , 0 INSTALL 4'0" O.C. / .' • SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT Val N ► "+ 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH a ' ^ ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD ,F�-I ' INSTALL 4'0" O.C. '�, FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCIRIPTION APPLICATION �+ AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS • , - GAP TO PREVENT CAPILLARY ,}" - 6" RAFTER RT10 1G-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / AC TIONEACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. `� ' / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,, 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' ,' KEEP ROOFING NA LS OUT / - OF FLASHING 2ND. FLOOR WALL .®' P .� .O' .v .' / 444111441111 I ROOFING LAPS B ASE . FLASHING 4 INCHES RAFTER T\I: o: sA BASEFSHINGWRACORRS, 141 • I' UGH VENT W r (11 1�, ►�4 ts 7 1IgNII WOOD JOIST 1111‘ `/�' O cA 4, �,. TOP PLATE• 744‘, t ' GIRDER/HEADER WOil% IM_r -� -�' -✓ SIDE WALL FLASHING ��\ iVOOD JOIST ,'����. ' w 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \'1 I Z AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 3 III' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" 0.C. PREVENT CAPILLARY ACTION I 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION JSP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN' ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" Q.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD • DBL. SILL PLATE ; 44 TERMITE SHIELD ," t SUB FLOORSILL GASKET / WOOD JOISTS M o♦ ! r NEOPRENE _ ou� 'CONC. SLAB06- ,► .r � GASKET , ' 2x6 /2x8 CONTINUOUS WOOD PLATE PI !IF- �oTYP. CONC, FOUINDATION A GRANULAR FILL ► � Va f•r___• r ,` BOLTED TO STEEL B EAM� WITH Q r~-+ s� tiDAMPPROOF EXTERIOR � ► o6MIL POLY ON EXTERIOR V ' ' ' • ' ' • ' :•A -. , 1/2 DIA. BOLTS D 48" o.c. STAG.• STEEL COLUMNI I '` , 2fV• n ,` ° • v° ° ' ROOF JACK ♦ �`, o '* '6i 4 4 �♦r ♦ CONC. SLAB 4 r;c' i`• ► A %'" �'s a // I 1 \\\ `, �Rol STEEL BEAM `f",•C. a nyr••t#y+lex ♦ t i �C? k� Z"'' , `I' �;%�c; 0 � POURED CONCREM�E�ENT: � ` / �.4" x 1 4° x 8" S,EEL `� +•COMPACT FILL tOr'''; .^ `� o r BLOCK WALL: 15" ` c'� ..� " +► ROOFING LAPS TOP AND BOTTOM PLATEu� UCl V • • 4 • • 3 ' A • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 'as KEYWAY FOOTING r n P CONC. FTG. . 1 'A 4 `, 1/2" GROUT , c� D 4 G ® USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ` cA a, e 7i' •`�� r w' ' "�'� s A �- ° : Q ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ��. W .� [� Q REINFORCIfdG BAR FOUNIDATION 5/8" DIA. ANCHOR BOLT I ® 3" STEEL COLUMN P-' Al ANCHOR BOLT CONNECTION DRAIN TILE • V r SUPPORTING MAXIMUM SPACING FLASHING LAPS - ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SP ACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC, FTG. (CRAWL SPACE OR FOUNDATION) STEEL / WALL BOTTOM PLATE TO FOUNDATION01-2 STORIES 57" OC o ROOF JACKS ac DETAIL (SLAB-ON-GRADE) 41 Cl) SUB FLOOR 'd; CONC. SLAB I ( DOOR FRAME 6X6 10/10 WWM GARAGE I• JOIST COMPACT FILL ii DOOR ( O USE 2X8 STEEL BEAM FOR BLOC KOUT , 4" SLAB d ' - P.T. PLATE W/ 6X6 WMM SLOPE ►J� `� �° ■� 4 DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • + . 1/2" AIR S ACE < ► < ° (WITH A NAILING PLATE IF NEEDED) AT END AND A' �� r �• 2.1,171 .4/`� �° ° o , :4 . °°• ° ° • TO BE APROX. 1/2" OR HIGHER THAN Cittl) • t.�r ES OF WOOD '�=w'��.' ° • ° STEEL BEAM TO ALLOW FOR SHRINKAGE C,t •A �r.41.1) 4 16.p` . p 0• A 'e • •• "I +fl►"_�. _ _ .r. - BEAMS •'II ' i •: ��,r r�� (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED <4 GRADE • 4 '� �► i i w . e - • - I II�II_IT- I' a 4 ° a L'�etimi 1 . 4 4 4 �'A. ea`.°.}°I '� ,'L� !� �eR � ;i�0�': i*` 6X6 W.W.M. „_ - - rr - -er - -�. p ` =111 s ° • s • •r.r • •r .1 . t i e 4 0 4 e 4 ' c,• A A '� I I :=M=1I-EI fL- 12" +. .., •0,4V6 • '"l 'I A A p 1 11=LLIT SUB FLOOR MIN. ° ,p' Y. a? •4.140 n �'4 �'A /,'� NOTCH BEAM FOR MIUDSILL IF REQUIRED -- MAXIMUM -L , a a 0, p 111=1 „ r,� ,°� - _ NOTCH EQUALS 1/4 IDEPTH OF BEAM 1 ° p 11=11 Q ;AO * 4 ,v.v.: REINFORCING BAR A REINFORCING BAR lir ,f I I r! O•,A p d JOIST ���� DRAIN TILE Idol ted .4 s SHEET METAL / 30# FELT UNDER BEAM AT POINT III L�'A . ds 11� STEEL BEAM \I, 1 n ■ " 21 • 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK �'f-ITt 1 Till 1_Ii1 11 ,Y�� ` v,• 3" ' PLATE (BOLTED TO B EA(vt1-,F� r ; . C^ ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A A SHIMS TO LEVEL EDAM I:(. i-, -,,n. .�: DRAWN: MH!MS REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ~� qtak 't�-! " SCALE: 1/4"=1'-0" BEAM POC KET rt, '1 � •g `Y;1 t`ta 3, JOB#: , ; 4 y 1.tr ; "r' December 24,2014 - ..� SHEET NUMBER: REVISIONS: USE AND OCCUPANCY CLASSIFICATION(SECT. 303): A-2 DEPARTMENT OF HEALTH PLUMBING NOTES PLUMBING FIXTURE CALCULATIONS: OCCUPANT LOAD(SECT. 1003.2.2) KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED ASSEMBLY: UNCONCENTRATED(TABLES AND CHAIRS): 1 OCCUPANT FOR EACH 15 SF 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. 1827 SF: DINING + 867 SF: LOUNGE/BAR= 2694 SF MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE 26945E_ 15 SF= 180 OCCUPANTS 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND KITCHEN: 987 SF_ 200= 5 OCCUPANTS+ 15 OCCUPANTS(WAIT STAFF) 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT 180+5+15= 200 OCCUPANTS FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL 100100 ATER CLOSETS FEMALE 440 3 WATER CLOSETS 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY 100100 EMALE?MALE÷ 5752 2LAVATORIES WARE WASH ONLY. HEALTH DEPARTMENT. URINALS: SUBSTITUTION FOR WATER CLOSETS(419.2)IN EACH BATHROOM OR 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TRIER TOLITE ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENTOF THE REQUIRED WATER CLOSETS AND SHALL CONFORM TO THE REQUIREMENTS O DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. OF SECT,404.1.1 M--r AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH E-0 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING g INSTALLATION OF PIPING, EQUIPMENT, ETC. W LEGEND F"' z RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS ►.-� o 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. EMERGENCY EXIT LIGHTP 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR a4 OD 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. hili LIGHTED EXIT SIGN Z z 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT O ° 5). (MIN.) 1 BATHROOM TO BE ADA COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. s SMOKE DETECTOR 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL r:: . PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. Q 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH Q TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND OCCUPANCY CALCULATIONS (TABLE 1004.1.2) 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS,, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, OCCUPANCY AREA S.F. OCCUPANT/ S.F. FLOOR AREA TOTAL OCCUPANTS SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD KITCHEN 509 1/200 2 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. DINING 894 1/15 59 SURFACES. BAR 212 1/15 14 O 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS w EXHAUST HOOD OVER COOK LINE AREA. 75 MAX. 4 a 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" DINING AND BAR AREA ALLOWED 73 PER NYS CODE(PER SCHDS MAXIMUM ALLOWED: 66 PEOPLE) W cil P-1 PLY SUBFLOOR. 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE ELECTRICAL NOTES 1.-4 COVERED AT WALL JOINTS FOR EASE OF CLEANING. 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED USE AND OCCUPANCY CLASSIFICATION: ELECTRICAL CONTRACTOR. GROUP A-2 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE TYPE VB BUILDING VENTILATION: REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES MIN. EGRESS AS PER SECT. 1003.3.1.1 AND ORDINANCES. EXITS AS PER TABLE: 1005.2.1 SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR 2). 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. " 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE Q .� V EXHAUST FANS. INTERIOR WALLS AND CEILING PER TABLE 803.5 NYS CODE o ,n 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING C X VERTICLE EXITS AND EXIT ACCESS CORRIDQRS ROOMS AND Q r-+ � v INSTALLATION OF WIRING EQUIPMENT, ETC. EXIT PASSAGEWAYS AND OTHER EXITWAYS ENCLOSED PASSAGEWAYS c� w G x 5).. THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC o in 1 WASTE: B B c . -r k 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK SHALL BE DETERMINED IIS THE FIELD. .� 4 .7p4 ,1 Bi 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF v U , CONCRETE SURFACE LOCATED IN PARKING AREA. LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL �' BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. DESIGN CRITERIA BLDG. CODE NYS 20t'; " j w UTILITY ROOM: 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING EXT. BALCONIES 100 STORAGE RACK FOR ALL CLEANSERS CLEANING SUPPLIES AND SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. DESIGN LOAD CALCULATIONS DECKS 100 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCEA��FLOORL OADS OW LOAD) 5 (LIVE LOADS PSFJ 100 [141 WASHER / DRYER AND RESTRICTED TO OPERATIONS OF WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. STAIRS 100 ESTABLISHMENT ONLY. GAURDRAILS (ANY DIRECTION) 200 _ 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE EXPOSURE CATAGORY s ca) o 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION IRDOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 41 AND HARD WIRED IF REQUIRED. NAILING SCHEDULE SEE GENERAL NOTE PAGE GAS HOT WATER HEATER: EGRESS 5�m,: SEE FLOOR PLANS AND WINDOW SCHEDULE [N-, 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. FIRE PROTECTION SEE FLOOR PLANS Q (SMOKE t CO2 DETECTORS) MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 021 ENERGY CALCULATIONS COMCHECK 3.2.1 V 2). FOR RESTAURANT / DELI USE ONLY. CLIMATIC & GEOGRAPHIC DESIGN CRITERIACe) x GROUND WIND SEISMIC FROST WINTER ICESHIELD + OIL HOT WATER HEATER: DESIGN LINE LOASNOW SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY DEESIGN UN MPREQUIRED NT FLOOD HAZARDS 1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE - SS-60. TO HEAVY MODERATE ,litc r '! - '\\14 ,4:7'4'c'. >#1N ti DRAWN: MH/MS 1 , SCALE: 1/4 -1-0f��,y', '' JOB#: t V \ December 24,2014 �., `- ° '�� SHEET NUMBER: Mil 'k` REVISIONS: CA �z r I r I r I r 1 r I r 1 r t r , r , �/ 1 (-) L 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 1 I I 1 1 I I I 1 1 1 1 F 4-0 i 1 1Emmil a 0 i a W 1°4 U r t r t r t r t r , r , r , r t r , r 1 1 1 1 1 I 1 1 1 1 1 I 1 I I I 1 1 1 I 1 1 i „A I IK L J J I 1 1 1 1 1 1 I 1' 0 i 1 �J I 1 I I I 1 I 1 1 1 I I I I 1 I I I I IP Z Q 0E--.1 O ,...., „..,Q (...::: 0 •• d D ,• d • O p ., • ♦ , d D. +` d • 0 p •: ♦ d D.. + d • O larliMiNiriMMENNSHEffanep •. • d D, d • p 4 ♦ 4.' pl d , ♦ !do rim a Q S 1D� v v 0 1 ' 1 1 , . ,• , .Ali --.. ... a a ••••-.... , ......-* o:v I 0 I r4 I 41 4 ' - --___ _ C , ® O L OQ • r I r I r I r , r , • O r V. c). - 1 I 1 1 1 1 1 I 1 1 p• 0 'S t I J _J 1 I _ • •• 1 I I - I I TI -r t I I a- _ ____ - -- _ --- _ -- _ ' •�,a W 0 • , _ _____ _ A .. --.— - — _ — - ---- - _ ‘ , •••••• •• trl 1ED T ______ ... if 0 .P 1%:' x _ -r d / . 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A E.... 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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E...2 PAINTER TO PRIME AND PAINT ALL MOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: CIDZ O Q W �� /I ►-a V F-.4 H U W �y ►-a Ay `"'C� W O / Z O / o w / / % H / / / / / `� / / ` / ALOW VOLP / yl►iri it \ I'I'r'//_ / s / dd� -4 J RECEPTACLES PER CODE _ - _ - _ - _ - _ - — - _ - _ - _ - _ - ^ - _ - — - NOTE: 42"AFF INSTALL WALL MOUNT r HVAC SYSTEM ' MIN.9900 BTU,13 SEER '/C.1-1°y 'hag //,./. - -_.__ . { _`rte /' - ^-�- s EX.ELECTRICAL 0 / TBD r -7 Ls. 1 en 00 W \ / / DN 1 1, / 0 r1 co MO c aJ U 2ND. FLOOR PLAN = 0., <1.) CD •,-, SCALE: 1/4" = 1' o r, w a " 6, � ED r v '• tv a a` M '8 V) N E d W P-i F tk) V TIZ11 t?)L)iiiii., L.11°; IP moi . ri` - ., fZ �. .gay \\�r: 't,...It ea ,g�}��year--„tstz SC4 '''' „;\' ' ' :1 `,` 'iia:;* ie h1 iiii,txtja:1,2: „,,t. C1 Its°Ai' -''c j ' -. DRAWN: MH!MS SCALE: 1/4"=1'-0” ;n:� ' JOB#: $ December 24,2014 44' + ,t '1'' SHEET NUMBER: E EMI 3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.