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, ® 9 ep Town of Southold 8/13/2015 ,' P.O.Box 1179 Q 53095 Main Rd p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37719 Date: 8/13/2015 THIS CERTIFIES that the building COMMERCIAL Location of Property: 64300 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 56.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/12/2013 pursuant to which Building Permit No. 38133 dated 6/25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial dock masters building with first and second floor decks as applied for per ZBA#6575, dated 8/16/2012. The certificate is issued to Mill Creek Partners LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-12-0009 6/15/2015 ELECTRICAL CERTIFICATE NO. 38133 7/23/2015 PLUMBERS CERTIFICATION DATED 7/17/2015 Peconic Plumbing&Heat. Au led e ignature �� - TOWN OF SOUTHOLD �0SUFPO(,rcaG" BUILDING DEPARTMENT y TOWN CLERK'S OFFICE � SOUTHOLD, NY Cpl * • 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#: 38133 Date: 6/25/2013 Permission is hereby granted to: Mill Creek Partners LLC PO BOX 326 Cutchogue, NY 11935 To: construct a commercial dock master's building per Planning DEC & Trustees &ZBA #6575 as applied for At premises located at: 64300 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 56.-7-2 Pursuant to application dated 6/12/2013 and approved by the Building Inspector. To expire on 12/25/2014. Fees: ACCESSORY $384.00 CO -ACCESSORY BUILDING $50.00 Total: $434.00 Building Inspector a 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. C% 2 7/., 2o l3 New Construction: Old or Pre-existing Building: (check one) Location of Property: €4 0'® Rote Z.E Z a/ 5c.;q:ey House No. Street Hamlet i Owner or Owners of Property: Suffolk County Tax Map No 1000, Section � 6 Block © / Lot C Z-- Subdivision Subdivision Filed Map. Lot: Permit No. 337 33 3 Date of Permit. 6-25--/3 Applicant: HAa' _ ` 07.-L �� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o Fee Submitted: $ Applic _ignature ofs®ar 1 ® Town Hall Annex Telephone(631)765-1802 54375 Main Road % Fax(631)765-9502 P.O.Box 1179 L a • ��1��' roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 e' 1 so !lies �iI1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mill Creek Partners LLC Address: 64300 Route 25 City: Southold St: New York Zip: 11971 Building Permit#: 38133 Section. 56 Block: 7 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water Elec GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors Main Panel NC Condenser 2 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel NC Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: Marina Dock Office, 2- Electric Hand Dryers, 6- Exit/Emergency Lights, 1-Electric Base Board Heater,2-Exhaust Fans Notes: Inspector Signature: I :„..07"41) Date: July 23, 2015 Electrical 81 Compliance Form.xls ii rd 7 d 11/7 t Town Hall,53095 Main Road ` ®A. ,'�.� 0,' Fax(631)765-9502 P.O.Box-1179 ` `'�®-.-<,,2.,;,,51' ®�'�,II - Telephone(631)765-1802 Southold,New York 11971-0959 _ ,10 , .j r\ IL; r' '�_!+ BUILDING DEPARTMENT U L � I ' TOWN OF SO UT HOLD' pi 1JUL 2 0 2015 lI 1 CERTIFICATION To,-,,.1F. )u.1,9 -1-,;,n Date: 7/17 15 Building Permit No. . SS 1 '3'3 Owner: k-4 i Li_ C_!Z Ct�L: PT1s E 1-1-C. (please print) Plumber geDc- NeAr\tr� sr� CC_Dat(please p �nt) , �, , I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.` ` lumber ignature) Sworn to before me this 76 day of.Jt>>/y , 20/.3 . _tc‘—cAA ' ' i s:7./c-6-4/ ' .. BARBARA STEP?OWSKI Nublc,Stat414a w of ew York Notary Public, f County Qualified in Suffolk County Commission Expires Sept.30,20,7 3 F7-2 3 ?.7......____ ei,„s fiii-04.4;\ i* *1 TOWN O F SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F9-c-c,,,„. .-_, 40 101 ,A J �-- 4"`.!L1 ' Z 9, / DATE ? i_ ' INSPECTOR ;l- 3 ,,,,,,,, F(2i t-- 04„Sop o� 4,:%z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO : /ft [ ] FOUNDATION 1ST [ ROUG L . Le,- - - [ ] FOUNDATION 2ND [ ] INSUL A TION 4-46 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q ��,A ()) _) ts,4,1 -:4__ fr-c,--S,S-e/M., ri.--AV— Otr AVL- 136-/-7JUre17-Z . C ,-1 - DATE 4/AS 3 INSPECTOR 1 ' 1 ,,,,,,,,,, 3e(3 ‘. ,e-- ,,,,.*of SOW\ '''; (f o . * #, ‘5---t_e_COUNrie, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: /ezd-,..6r---A-4-, i 0„, AI 6Mr . • s, DATE3 .-1,7 .i / INSPECTOR � �- . / 3 Pi ,ce,E SO %-__ S' el -o,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ‘fill [ ] F NDATION [ ] INSULATION FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE ',;r,.-,,.~' ! [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: --S( d `� DATE /c� f3 INSPECTOR .dl.. CO-./ l 3 aOF . I, ly . cf, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F• - NDATION 2ND [ ] INSULATION V-'-FRAMING STRAPPING [ ] FINAL [ - _ CE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ///-1/3 INSPECTOR 714-1-e---•(--e-e-4.- 38 ( 3 3 ,,,,, �oFso�lyo f'Irlf G47 if TA` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I ] FOUNDATION 1ST [ ] FpUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL. .`- k L) REMARKS: pct - t� 9— / r DATE ;1/91//,‘ INSPECTOR _ - 3 1 ,,';'of t\ * * c4. : TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0- / 0?L__ id / cw„e,A, eLiz_sc,._ - ( * /7 Thware---yvvAJ ./ r/ -./ r—e---'74V4--e-frav) 47 / /:f2z DATE al- Ad° INSPECTOR - /411 ,ho,of SOKolo * *,1 "25\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEQTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND - [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 04 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ki4/1/-, DATE / 3 INSPECTOR SEP 16 201 i , LATHAM p--40 • k, SAND & GRAVEL, INC. BLDG DEPT. TOWN OF SOUTHOLD 38133 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318•Evening(631)765-2382 September 16,2013 Mill Creek Partners,LLC PO Box 326 Cutchogue,NY 11935 Re: Mill Creek Inn&Marina,Dockmaster's Building Piling Certification Piling driven for building foundation as follows: • All piling located by surveyor as per piling plan of Samuels& Steelman. • Piles used were 10"butt, 1.0#CCA-C treatment, 12ft in length. • Piles were driven individually to grade beam elevation. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. All piles in excess of 15 ton minimum capacity. All piling were driven on August 21-22,2013. Footing Inspection On September 5,2013,I inspected the footings for the foundation of the Dockmasters's building. The size and location of the concrete reinforcement bars meets and/or exceeds all necessary requirements. The size and depth of the footings is also sufficient. ,se.OF NzY®,pI Respectfully submitted, i~ kyr ''�-� Was`:.4,' 07743t5 , John D.Hocker,P.E. SSi Vice President Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil a Excavating and Land Development FIELD IL SPE 'ti'N REPORT DATE _ CO ' �L' ' s FOUNDATION(1ST) � J• � � ', ®' � :...4( C,,,I ;, • �or�s��r1M��M�MP�TNwwM���NNr�r - . , VY FOUNDATION(SND) s1 i . . �. . z . p 6'_ �7 `t, s.�7 •. :ice'- 7 L _ • ROUGH FRAMING& Ar7�r- "./ . 1 PLUMBING ti tti— i ' `qtr- - - -_' - j I ‘ 110, . .2/14 i`t6 '.- -)"/"-z-4. 1. 'le-.cauu,,__k_ 04_ .),-,_< wi' $ INSULATION PER N.Y. G ''I STATE ENERGY CODE . • • - , 4 .7 / / ! t. , . i Y - 10, . Of .ee _ Cs__ ' . ,..... FINAL dr. i/ .._- :p 41FA1 � .�„ -7 /--' `., o r f/ - — ------ -ADDITIONAL COMMENTS ---'-'----- --------------� N i. r;�r/' : , a .. til . r (itt 0,/a,-blii-3 ' ernA'6.,16raiu,23 I,-eer-QA, _ p_,,z) d • ' . • % * ui-- - ,--I ? `(.o CoA c,' c -�-( .gym --11-1 .__S-.- or- . 1)(okfOrviVf& • . • 1 - . - - e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 - Mail to: Disapproved a/c Phone: Expirati., _ - D EI Building Inspector L. JUN 1 2 2013 LICATION FOR BUILDING PERMIT BLDG DM Date I ,20 43 `T�'A"d 0%SOI;TIIDLD------- 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,ho ng code, . egulations,and to admit authorized inspectors on premises and in building for necessary inspections. - /' 1 �.�.i f / � i! e o applicant or name,if a corporation) 25 /Mitt) i6 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder , /2t77 Name of owner of premises A// ���� �i J � j�j�� , 4,4 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location and n which� � work will be done: .4) 7 House Number Street Hamlet County Tax Map No. 1000 Section G-6. Block 7 Lot © 2 Subdivision Filed Map No. - Lot 2. State existing use and occupancy of premises and intended_y�e and occupancy of proposed construction: .dd a. Existing use and occupancy 4 / i"T b. Intended use and occupancy 4 �� D9GM ,?cJJei /•`30///_9 ' 3. Nature of work(check which applicable):New Building / _ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost f 7/s--- 0©0 e ° 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. �,�/`�a9 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 G Rear l 7 Depth 2� Height 2 Z Number of Stories / , / , p r 9. Size of lot: Front / /7 Rear 260 Depth OZ5 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated _ - rC 12. Does proposed construction violate any zoning law, ordinance or regulation?YES l( NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO( 14.Names of Owner of premises/e/IGG S Address f O SOIc 3 (7?' hone No. 73"9-2_/7 Name of Architect l�• r- _ :_ 1 Addressne No 73 i-(04c 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 1C NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property-is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES, NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: S'COUNTY OF 11/ }G being duly sworn,deposes and says that(s)he is the applicant --(Name of individual-signing contract)above named, (S)He is the /f7C2-:eLit7 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of ;-31f9_ 20 1 Perk otary Pu.'gt ' Public, State ofrNew York Si: a e of Applicant No. 01 R16042467 Qualified in Suffolk County Commission Expires May 30,4082- -Z-e51 0,, Ze51 _y' ` may.?- -"--) ..- - /'. \\ ��I , /1 I`/i•' `:\ i IIR I' ' n1V. 'fit' 5 ;, `' - ;'.,- e . idle 1�'1, �t 1�•"--f•..:: ` t: '6•s:x.`C - �i�l:"\%s 1 - k,,,,, .i , BOARD OF SOUTHOLD TOWN TRUSTEES ,..: .-\ it SOUTHOLD,NEW YORK I .;' i\ /• ±....,1 : PERMIT NO. 8029 DATE: JANUARY 23,2013 ''��` ISSUED TO: MILL CREEK PARTNERS,LLC i :fir, r.r a `c PROPERTY ADDRESS: 64300 ROUTE 25,GREENPORT '-%�. SCTM#56-7-2 ...,,, • :,..„ . , r -� AUTHORIZATION • - ` ; 1 _ . I '''','::-..--:-.;.1,r,2.: provisionsof Chapter 275 of the Town Code of the Town of Southold and in Pursuant to the p • accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 23,2013,and ..'t4' '``: ?';r` I in consideration of application fee in the sum of$250.00 paid by Mill Creek Partners,LLC and subject to the a • /; ;: Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits :',..` the following ° `` i-:' Vsetlend Permit to ramie existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian `YT''"` sj• _>t - ,, 1 .-...-:„.:-,., entry stairs(240 linear feet*overall);install a new free-standing sign along the northern property boundary;Install a new timber curb(w/guard rail along boat ;11:)...„:17/..:-.1-;/_ basin side and bay side)along the gravel driveway within the eastern section of the property(1,300 linear feet a overall);install non-turf plantings along the northeastern corner of the boat basin(350 square feet a);Install new drainage systems within gravel driveway(I.e.6 drywells);Install new lighting,underground \:•w ,, I utilities electric,etc.)where required;construct new Dock Master/Marina building(290 square feel t atopexistingdeckingalongthe eastern section of the c: -• property,and install attendant sanitary system to the immediate northeast;Install native gross plantings along the southern shoreline;remove all non-Indigenous _--':>- ".° materials(i.e.,bricks)along shoreline of boat basin,maintain existing vegetation and re-establish native plantings in disturbed areas;construct driveway and 4 - Iparking area;reconstruct/reconfigure all dockage within boat basin.East Side•floating dockage t0 4.75'Ws460.0'L k(overall);ringer docks 3.0'Wx24.5'L (seven(7)tot)),4.0'W x35.S'L(one(I)total),and 6.0'Wx35 S'L(two(2)total),two(2)10.0'W slips,fourteen(14)13.5'W slips,six(6)18.5'W slips;West Side- l .• `. -1 floating dockage l 4.75'W x320.0•L t(overall);linger docks 3.0W x20.5'L(twelve(12)total),and 3.0'Ws24.3L(two(2)total),twenty six(26)10.0'W slips,two �/, ie't. (2)13.5'W slips;install new handicapped accessible dock access ramp and deck(285 square feet t)off the northeastern corner of the boat basin;Install new dock i',A5' • �;t';I access ramp,stairs and deck(185 square feet a)off the northwestern corner dale boat basin;install new dock access(120 square feet*)off the southeastern i.„ "\.) . �. r section of property;install low-sill bulkheeding around the east and west sides of the boat basin,East Side ra)615.0'L f(overall),and West Side fie 330.0'L t • �" (overall);native plantings installed landward of the proposed low-sill bulkhead and seaward of the AIM'(shoreline);Install rock rip-rap(5.0'-10.0'W*x !.is' . I 290.0'L f alongthe southern shoreline of the property,inclusive of stone steps 8,0'W,and backfill with 200 cubic yards of clean fill obtained from an■ roved PrePe Y P t ) Y PP i,.. ;.; r; for upland source;remove dilapidated wood bulkhead(35.0'L a)within the southwestern section of the property;and maintenance dredge the boat basin(and j <• i southerly channel outwards Into Peconic Bay)to a navigable water depth of 6.0'a(as determined at low tide);amount of resultant spoil( 4,890 cubic yards*; !' and spoil transferred to on-site tempprary de-watering area within southern section of the property(35'a60')prior to being removed to an approved for upland location;and as depicted on the site plan prepared by Nancy L.Steelman,Architect,last doted September 5,2012 and stamped approved on January 23,2013; i 4t .: and depicted on the site plan prepared by Samuels dr Steelman,last dated October 5,2012 and stamp approved on January 23,2013. '''.?;,,,/;. � ;; IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, :/ : ®;::'^'.! I and these presents to be subscribed by a majority of the said Board as of this date. l` k- . 0'4 ,1 p CO .----- /lave � I fi 1E7�'` ~' ave Bergen- - 't ia'. ,,licktifFeit --- t /9a#74."1"-'.. ", gri ' ` -1, `d/ )`t #,`� / .I , i. `1`�: g' ry�� �O`•1111 (/✓�,t IAC f' `�-(_)l,lrlyt-c • It;, :, __ ra • r s?; C�•I `�/� :p.nrrrrtcd �,s:,rar._,..: r krn9' 1-';a C . I::•.'1...,...i. ,.•,�—, '--_. -'-�nr. 7,+X61'Ian9LskA1-6-,. G%aiaY-'2, "',$,��Y'G411""+tnu+'iT.city Ce:,/,-,, __:a' ", r a �t',-,,j)? 1 >'-•' "``r :l -,,� „{..,.!•:. "l l:.?s..,,,4. .`o,.•'.:.: .9 -/� !�:`:::tt-T•M-:t" `�1 �• :j: .,5„:- ..b /•- „.1,,• .. -,,J.,--..,t-,-�� -1;;.._..•• •. 6 , ' f•.1 �•e ;`�' ��::'k�i','k''..:' 1` =�13 X.s lir r 1• ..•;iJ '1 = 1„.1,,,,.,..., 1 '/��� -IPL IJ/0' Ei \�,•' .�r i 'a�/ X31`'r' 1 :•1./ \�'�y� '� t1/Nk, = .dii,J:/y f K, ,.yi..�� iol'i(yti'•6"wi. �4i'•::i+r ,$;r - - L;.•r r,,�:.: sic.. .::>'•.'. •ta: - - wX lid....'!» ':'' '' - Ack: y. : 'r,'• ',tip •1 '„/, otpf SO(/p _ John M. Bredemeyer III, President ' ®4 yl Town Hall Annex h a~< ® 54375 Main Road Michael J.Domino,Vice-President ttt • . r P.O. Box 1179 James F. King, Trustee ik us $ Southold, New York 11971-0959 Dave Bergen,Trustee mac` •''' "' . 1 -- ,I Telephone(631) 765-1892 Charles J. Sanders, Trustee .��(,' %;iiia Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1139C Date: July 31, 2015 THIS CERTIFIES that the removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet± overall); install a new free-standing sign along_the northern property boundary; install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property_(1,300 linear feet±overall); install non-turf plantings along the northeastern corner of the boat basin(350 square feet±); install new drainage systems within gravel driveway(i.e. 6 drywells); install new lighting,underground utilities(electric, etc.) where required; construct new Dock Master/Marina building(290 square feet±) atop existing decking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install native grass plantings along the southern shoreline;remove all non- indigenous materials (i.e.,bricks'along shoreline of boat basin,maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking areal reconstruct/reconfigure all dockage within boat basin: East Side- floating dockage(a, 4.75'Wx460.0'L±(overall); finger docks 3.0'Wx24.5'L(seven(7)total), 4.0'Wx35.5'L(one(1) total), and 6.0'Wx35.5'L(two (2)total), two (2) 10.0' W slips, fourteen(14) 13.5'W slips, six (6) 18.5'W slips; West Side—floating dockage @ 4.75'Wx320.0'L±(overall); finger docks 3.0'Wx20.5'L(twelve (12) total), and 3.0'Wx24.5'L(two (2) total), twenty six(26) 10.0'W slips, two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck (185 square feet f) off the northwestern corner of the boat basin; install new dock access (120 square feet±) off the southeastern section of property; modify the existing docking facility structures as described-Ramp A: install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' gangway, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B: install a 12'8"x16'8" access deck leading to a 4'x30' ramp, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C: install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway; Ramp D: install a 5'x14' pitched walkway leading to a 3'8"x30' gangway; Ramp E: install a 5'x27' pitched walkway leading to a 4'8"x30' gangway, and to add an 8'jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low- sill bulkheading around the east and west sides of the boat basin; East Side @ 615.0'L± (overall), and West Side(i 330.0'L±(overall); native plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW (shoreline); install rock rip-rap (5.0' — 10.0'W±x 290.0'L±) along the southern shoreline of theproperty, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead(35.0' L±) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Peconic Bay) to a navigable water depth of 6.0' ±(as determined at low tide); amount of resultant spoil (a 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within southern section of the property(35'x60') prior to being removed to an approved for upland - location; to shift the parking lot 5' to the east and add a 5' wide brick walkway; relocate eight(8) parking spots from the front of the main entry to the southeast in order to create a pick-up/drop- off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; and install a timber guard rail at the west side of the property similar to the east; with the condition to create an additional 75sq.ft. to 100sq.ft. of intertidal wetlands within the marina basin. At 64300 Route 25, Greenport Suffolk County Tax Map#56-7-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 21, 2012 pursuant to which Trustees Wetland Permit#8029 Dated January 23, 2013 was issued, and Amended on January 22,2014, and Amended again on January 21, 2015, 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 removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet f overall); install a new free-standing sign along the northern property boundary; install a new timber curb (w/guard rail along boat basin side and bav side) along the gravel driveway within the eastern section of the property(1,300 linear feet±overall; install non-turf plantings along_the northeastern corner of the boat basin(350 square feet±); install new drainage systems within gravel driveway(i.e. 6 drywells); install new lighting, underground utilities (electric, etc.) where required; construct new Dock Master/Marina building(290 square feet±) atop existing decking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install native grass plantings along the southern shoreline; remove all non-indigenous materials (i.e., bricks) along shoreline of boat basin,maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area;reconstruct/reconfigure all dockage within boat basin: East Side- floating_dockage @ 4.75'Wx460.0'L± (overall); finger docks 3.0'Wx24.5'L(seven(7)total), 4.0'Wx35.5'L(one(1)total), and 6.0'Wx35.5'L(two (2) total), two (2110.0' W slips, fourteen (14) 13.5'W slips, six(6) 18.5'W slips; West Side— floating dockage @ 4.75'Wx320.0'L± (overall); finger docks 3.0'Wx20.5'L(twelve(12)total), and 3.0'Wx24.5'L(two (2)total), twenty six (26) 10.0'W slips, two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck(185 square feet±) off the northwestern corner of the boat basin; install new dock access (120 square feet±) off the southeastern section of property; modify the existing docking facility structures as described- Ramp A: install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' gangway, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B: install a 12'8"x16'8" access deck leading to a 4'x30' ramp, and to add an 8' jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C: install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway; Ramp D: install a 5'x14' pitched walkway leading to a 3'8"x30' gangway; Ramp E: install a 5'x27' pitched walkway leading to a 4'8"x30' gangway, and to add an 8'jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low-sill bulkheading around the east and west sides of the boat basin; East Side @ 615.0'L± (overall), and West Side(2I 330.0'L± (overall); native plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW(shoreline); install rock rip-rap (5.0' — 10.0'W±x 290.0'L±) along the southern shoreline of theproperty, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead(35.0' L±) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Peconic Bay)to a navigable water depth of 6.0' ± (as determined at low tide); amount of resultant spoil @ 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within southern section of the property (35'x60')prior to being removed to an approved for upland location; to shift the parking lot 5' to the east and add a 5' wide brick walkway; relocate eight(8)parking spots from the front of the main entry to the southeast in order to create a pick-up/drop-off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; and install a timber guard rail at the west side of the property similar to the east; with the condition to create an additional 75sq.ft. to 100sq.ft. of intertidal wetlands within the marina basin. The certificate is issued to MILL CREEK PARTNERS LLC owner of the aforesaid property. 6914— **N ektlitiA270.1. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 1111.111111111111W— Telephone (631) 444-0365 Facsimile (631) 444-0360 Denise M.Sheehan Acting Commissioner LETTER OF NON-JURISDICTION Principi Properties, LLC May 31, 2005 P.O. Box 1248 Southold NY 11971 • r NYSDEC # 1-4738-03462/00001 : Principi Properties, LLC Property ;i 9 ' ' 64300 Main Road Greenport NY SCTM#1000-56-7-2 "f. IC �• IJ�1r7 JLC Dear Applicant: -- Based on the information your consultant submitted, the New York State Depaituuent of Environmental Conservation has made the following determination. The portion of the referenced property north of the functioning bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as verified on the survey prepared by Robert A. Kart on 4/9/76 and Tidal Wetlands Map #718-550, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary :precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground •surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. • Please be further advised that this letter does not relieve you of the responsibility of ob ' many necessary permits or approvals from other agencies. i J tiuly yours, i' ( /John A. Wieland Deputy Permit Administrator C: rlh.Land Planning Services, Inc. Marine Habitat Protection file NOTICE OF COMMENCEMENT OF CONSTRUCTION_ 3�' - o * � � L �_ y ,,i.$,..-_:.;r+ RETURN THIS FORM TO.COMPLIANCE Or Fax to• 631-444-0297 >�{ i} r Bureau of Habitat-TW 50 Circle Road' c!.:-,,:o.,,,-v:,'''• • Stony Brook, NY 11790-3409 AUL L 9 20 5 PERMIT NUMBER: EXPIRATION DATE: . PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS TELEPHONE - Dear Sir - ,j .. FSK . -r- Pursuant to the special conditions y 4 `® y c� �* eby notified that the authorized activity shall commence on . We certify that 15�, �^-t:,� ,, nd approved plans and fully understand the authorized project and all permit conditions. We have inspe ,1:7._.1.,r,,,,, ,.:1; ?".i,_ , ,.� the project as described in the permit and as depicted on the approved plans We can do so in ,,,,,,- ` ti:y1 .- nr "gid permit conditions.The permit,permit sign, and approved plans will be available at the site for inspect, 4,. 7?>:`" tion No. 1. (Both signatures required) t 4{ " PERMITEE ' t - . DATE CONTRACTOR "' ,. . t z ,�,;. t ~, DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS Cut along this line X X X X X _ X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS'FORM TO COMPLIANCE Or Fax to: 631-444-0297 .-----ii-A1 .> Bureau of Habitat-TW r= = '`'""1,1 50 Circle Road t t.�,1x Stony Brook, NY 11790-3409 ®o®®4 + ,, p PERMIT NUMBER: 1 p '13 m,03mt. 2 EXPIRATION DATE: 1 I t'ir) PERMITTEE NAME&PROJECT ADDRESS: % `� CY illatk 1 tiVA viS Mitivitotey... qd eYe) - S t , a C K TRA TOR NAME&ADDRESS- d t% W COO. 0kterS T eletAft4'0'5 efir plot ®): TELEPHONE. 15)T I) tk-( se - 9 I (k) ? Pursuant to special conditions of the'referenncced permit,you are hereby notified that the authorized activity was completed on .i .We have fully complied with the terms and conditions of the permit and approved plans (Both signatures requi ed) 6 ......). PERMITEE. �G�f�y�,� DATE /l l h CONTRACTOR- (--(--k---6-,, 4,------k,;,.........._ '�, DATE m//e'/i THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. ii44 — O3G Laura 5 cv( \S '')e DX� �,rsGr, vel\D k,Q.A b hc.tinate.tvli , BOARD MEMBERS ,,� - Southold Town Hall Leslie Kanes Weisman,Chairperson �i' �� Mi53095 53095 Main Road•P.O.Box 1179 o s �p Southold,NY 11971-0959 James Dinizio,Jr. /Ng ; Office Location: Gerard P.Goehringer u, Town Annex/First Floor,Capital One Bank George Horning .CO / 54375 Main Road(at Youngs Avenue) Ken Schneider �lyC011l � '�t'� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax •(631)765-9064 ' ECEIVED. t2 FINDINGS,DELIBERATIONS AND DETERMINATION Southold Town erk MEETING OF AUGUST 16,2012 ZBA FILE: 6575 NAME OF APPLICANT:Mill Creek Partners,LLC PROPERTY LOCATION:64300 Route 25(adj.to Southold Bay),Greenport,NY SCTM: 1000-56-7-2 SEORA 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 June 1, 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 June 26, 2012. 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 regarding the dock master's building is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP, since the plans submitted do not include a sanitary system. At the Board's request the applicant's agent submitted a revised site plan dated May 23,2012 and July 9, 2012 showing the adjacent property with parking and the location of a new septic system for the dock master's building. Based upon this information and the conditions imposed in this decision, the Board finds the proposed action for the dock master's building to be CONSISTENT with LWRP policy standards and therefore CONSISTENT with the LWRP. Regarding the proposed addition/alteration to the restaurant-it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicants' property is an irregularly shaped 142,441 sq. ft. waterfront parcel in the M-II Zone. The northerly lot line measures 167.17 feet along Route 25. The easterly lot line measures 625 feet along an adjacent parcel. The southerly lot line measures +/-291.18 feet along Southold Bay. The westerly lot line measures+/-585 feet along another adjacent parcel. An estimated 40% of the Applicants' parcel lies underwater, and is used as a boat basin for the marina Page 2 of4—August 16,2012 ZBA File16575—Mill Creek Partners,LLC CTM: 1000-56-7-2 located on the property. The parcel is improved with a commercial structure used in the past as a restaurant/inn, and several small accessory structures. The existing structures and proposed new structures are shown on the site plan SPI including sheets 1-5,drawn by Samuels&Steelman,Architects, dated May, 3, 2012, and the site plan showing adjacent parking and the location of a new septic system for the dock master's building with revisions dated May 23, 2012 and July 9, 2012 by Samuels & Steelman Architects. BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B)based on an application for building permit and the Building Inspector's February 29, 2012, revised May 7, 2012 Notice of Disapproval concerning permit to construct a dock master's building and addition/alteration to existing restaurant, at; 1) dock master's building at less than the code required bulkhead setback of 75 feet,2)additions/alterations at less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The Applicant requests a variance in order to construct a proposed new 16 feet 6 inch X 20 feet, two story dock master's building with a 12 feet 3 %2 inch X4 feet 1 '/2 inch cantilevered deck at a 15 feet 3 inch setback from a bulkhead, where 75 feet is required by Code. The Applicants request another variance in order to construct a proposed new 18 feet X 12 feet main entrance in the side yard, near propose parking,with a 45 foot setback from a bulkhead,where 75 feet is required by Code. ADDITIONAL INFORMATION: The property was granted a variance under Appeal#4313 dated June 7, 1995, for an existing shed within a side yard location instead of a rear yard location as required by Code. The property was granted other variances under Appeal#6150 dated Jan. 8,2009, for"as built"one story construction with a side yard setback of 4.4 feet,which is less than the 25 feet required by Code, and new deck construction with bulkhead setbacks of varying distances,all at less than 75 feet,and a westerly side yard setback of 8.6 feet. The Town Planning Board submitted a Memorandum dated June 26, 2012, stating that their Board "has reviewed the requested variances" and "generally has no objection" to the granting of the variances as requested by the Applicant for the proposed construction of a dock master's accessory building and restaurant additions/alterations. It is noted that in addition to any variances that may be granted,Planning Board site plan approval is required. It is also noted that the proposed parking for the restaurant/marina is on an adjacent parcel to the east that the applicant leases, as confirmed by a copy of same submitted by the applicant's agent at the request of the Board. This parking plan is accessory to the principal use as a boat yard/storage facility, and will also require site plan approval by the Planning Board as noted in the Building Department's Notice of Disapproval dated July 27, 2012 which was requested by the Board at the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5,2012,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 fmdings: 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 property is in Zone M-II and a dock master's building is a conforming use within the Zone. Currently the restaurant building is undergoing substantial renovations that will improve the character of the neighborhood by once again Page 3 of 4—August 16,2012 ZBA File#6575—Mill Creek Partners,LLC CTM 1000-56-7-2 allowing the facility to be open for business, rather than continuing to be an unsafe, unoccupied structure with an unsightly appearance and subject to further deterioration. 2. Town Law§267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. Due to the size and shape of the property, and the fact that approximately 40% of the property is underwater, and that all of the remaining land has bulkheads, it is not possible to build a dock master's building in an appropriate area of the marina,or to build any additions to the restaurant building without the granting of variance relief from the Town Code bulkhead setback requirements. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 80% relief from the code required 75 feet bulkhead setback for the proposed new dock masters building, and 40% relief from the required bulkhead setback for the restaurant building additions and alterations. However, there is no conforming area adjacent to the marina in which to locate the proposed dock master's building,which will be utilized only by patrons of the marina for toilets,showers, clothes changing, etc and as a marina office on the second floor. Furthermore, notwithstanding the fact that the existing principal building does have a nonconforming bulkhead setback, this structure has been used as a restaurant at this same location with the same setbacks for many years. 4. Town Law$267-b(3)(b)(4)No evidence has been submitted to suggest that a variance at this coastal marine location will have an adverse impact on the physical or environmental conditions in the neighborhood. The dock master's building will be connected to a new septic system that will accommodate both the marina building and the renovated restaurant. The site's septic system and the storm water containment system are both subject to approval by the appropriate regulatory agencies. 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 new dock master's building associated with the on-site marina, and additional seating and a new entrance for the restaurant building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Homing, seconded by Member Weisman,Chairperson,and duly carried,to GRANT= the variances as applied for, and shown on the site plan SP1 including sheets 1-5, drawn by Samuels & Steelman, Architects, dated May, 3, 2012. The proposed new onsite septic system for the Dock Masters Building is shown on SP2 dated March 2, 2012, and revised May 23,2012, and July 9, 2012, subject to the following condition; Page 4 of 4—August 16,2012 ZBA File#6575—Mill Creek Partners,LLC CTM•1000-56-7-2 CONDITION: 1. These variances are subject to approval from the Health Department and the DEC, the Town's Storm Water Management Officer,and site plan approval from the Planning Board 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), Goehringer,Dinizio,Schneider,Horning. This Resolution was duly adopted(5-0). eslie Kanes Weisman,Chairperson Approved for filing g /�� /2012 V33 BOARD MEMBERS ��i�'OF SOOT Southold Town Hall Leslie Kanes Weisman,Chairperson i•'i 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dances t'1 A..s ;. f '_ Office Location: Gerard P Goehringer � G .'•, . ,� Town Annex/First Floor,Capital One Bank George Homing ; .'nc �O �� 54375 Main Road(at Youngs Avenue) Ken Schneider �IyCOUNTI 1i°�� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 September 20,2013 Eugene Burger Burger Construction, Inc. P. O. Box 934 Cutchogue,NY 11935 RE: De minimus request Mill Creek Partners, LLC ZBA#6575 Dear Mr. Burger, I have reviewed your letter dated August 28, 2013 and the proposed second floor plan that you submitted with your request for a de minimus determination. I presented your request to the members of the Board of Appeals at our Special Meeting on September 19,2013. Since you do not propose any bulkhead setback changes to the variances granted in decision#6575,the Board has determined that your requested modification is de minimus in nature. However,no plumbing is permitted on the second floor,as this would not be deemed de minimus. I will instruct the office to send a copy of this letter and a stamped approved copy of the building plan with your request to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. m rely, i- K. es Weis an Chairperson/Dept. Head I'J SEP 2 3 2013 BLDG DEPT TOWN OF SOUTHOLD I. , /��, PLANNING BOARD MEMBERS , ...., MAILING ADDRESS: " so P.O.Box 1179 DONALD J.WILCENSKI �+ �► 0 Southold,NY 11971 Chair `+ OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY c 54375 State Route 25 JAMES II.RICH III +1� (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR +Qcoulfrc, '++++ Southold,NY ---•,•••,s' Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 21, 2013 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Approval: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 Zoning District: M-ll Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on May 20, 2013: WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-ll Zoning District, Greenport; and WHEREAS, on March 6, 2012, Nancy Steelman, agent to the applicant, submitted an application for site plan review; and WHEREAS, at a Work Session held on April 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on April 16, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on April 16, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and Mill Creek Inn & Marina Page Two May 21, 2013 WHEREAS, on April 19, 2012, the Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on May 2, 2012, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board accepted his recommendation; and WHEREAS, on May 15, 2012, the Suffolk County Planning Commission deemed the site plan application a matter for local determination'as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on June 4, 2012, a public hearing was held and closed for the above- referenced application; and WHEREAS, on June 6, 2012, the Greenport Fire District found that there was adequate fire protection as proposed; and WHEREAS, on July 6, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on August 16, 2012, the Southold Town Zoning Board of Appeals reviewed the proposal to construct a dock master building within the Code required minimum 75' from an existing bulkhead and granted the variance as applied for under Appeal Number 6575; and WHEREAS, on September 20, 2012, the Southold Town Zoning Board of Appeals reviewed the Special Exception proposal to operate a restaurant in a Marine-II Zoning District and granted approval of the Special Exception Use as'applied for under Appeal Number 6589 with the following conditions: 1. 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. 2. This Special Exception Permit shall be deemed void if the applicant cannot comply with the minimum on site requirement of 110 parking stalls as calculated in a Planning Board memoranda, dated September 13, 2012, written by Brian Cummings, Planner; and WHEREAS, on September 25, 2012, the Southold Town Fire Inspector reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board to provide adequate fire protection and emergency access for the site; and r • Mill Creek inn & Marina Page Three Mav 21, 2013 WHEREAS, on October 22, 2012, the Planning Board declared Lead Agency status for the SEQRA review of this unlisted action; and WHEREAS, on November 20, 2012, the Planning Board completed a coordinated review of this Unlisted Action pursuant to SEQRA and made a determination of non- significance for the proposed action and granted a Negative Declaration with one (1) condition: in order to mitigate the potential adverse effects to groundwater quality, the applicant is required to pump-out the sanitary,system bi-annually- once in May and once in October, to reduce the amount of wastewater in the system; and WHEREAS, on December 13, 2012, the New York State Department of Environmental Conservation,(DEC) issued three (3) permits: Tidal Wetlands Permit under Permit#1- 4738-03462/00006, Water Quality Certification under Permit#1-4738-03462/00007 and Excavation,& Fill in Navigable Waters under Permit#1-4738-03462/00008. The three (3) permits issued expire December 12, 2017; and WHEREAS, on January 23, 2013, the Southold Town Trustees reviewed and approved the proposed construction under Wetland Permit Numbers: 8026 & 8029. Both permits expire January 23, 2016; and WHEREAS, on March 5, 2013, the New York State Department of Transportation (DOT) issued a Highway Work Permit under Permit#20121029144 and it expires September 1, 2013; and WHEREAS, at their Work Session on April 8, 2013, the Planning Board approved Covenants and Restrictions for the above-referenced application and required them to be filed with the Suffolk County Clerk Record's Office; and WHEREAS, on April 26, 2013, the applicant submitted a "receipt of filing", verifying the Covenants and Restrictions were filed with the Suffolk County Clerk regarding the bi- annual pump-out of the grease trap and septic tanks required every year- Liber D00012727, Page 711; and WHEREAS, the site plan contains an area located on a separate 4.74 acre parcel (SCTM#1000-56-7-4.1) that is leased by the applicant. This area contains 71 of the 110 required parking stalls and is hereinafter referred to as the"leased parking area". The present owner of the parcel is Richard J. Principi, Jr. and the applicant has obtained a lease to use the parcel for this purpose.A copy of the lease has been reviewed by the Planning Board and is dated May 1, 2012, with a term limit of twenty(20) years, expiring in May, 2032; and WHEREAS, at their Work Session on May 6, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280--Site Plan Approval of the Town of Southold, have been met except for two items as follows: � I Mill Creek Inn & Marina Page Four May 21., 2013 1. Receipt of the site plan stamped approved by the Suffolk County Department of Health Services; and 2. Receipt of the Building Inspector's certification of the proposed uses; and WHEREAS, on May 9, 2013, the applicant submitted a copy of the site plan approved and stamped by the Suffolk County Department of Health Services on May 3, 2013 for "Mixed Uses @ 5,640 gpd" under Reference Number C10-12-0009; and WHEREAS, on May 17, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed marina (1000-56-7-2) and boatyard (1000-56-7-4.1) as permitted uses in the M-ll Zoning District and certified the proposed restaurant as a permitted use by Special Exception (ZBA File#6589); 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 two (2) conditions to the site plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects. The Chairman is hereby authorized to endorse the site plan, including the following twenty (20) pages of related plans: 1) SP-1: Key Plan, 100th Scale 2) SP-2: Key Plan, 40th Scale 3) SP-3: Enlarged Site Plan North, 20th Scale 4) SP-4: Enlarged Site Plan South, 20th Scale 5) SP-5: Enlarged Site Plan- Landscape & Lighting 6) SP-6: Section Thru Marina Basin 7) BEGA 1: Site Lighting Plan 8) BEGA 2: Site Lighting Plan 9) BEGA 3: Site Lighting Plan 10) 1: Sanitary Plan 11) 2: Sanitary Profiles 12) C-1: DOT Site Plan 13) C-2: DOT Grading & Drainage Plan 14) C-3: DOT Construction Details 15) SWPPP-1: SWPPP Overall Site Plan 16) SWPPP-2: SWPPP Details & Notes 17) 1: First Floor Plan - Restaurant 18) 2: Second Floor Plan, Basement Plan - Restaurant 19) 3: Building Elevations - Restaurant 20) 4: Floor Plans & Elevations - Dock Masters Building • Mill Creek Inn & Marina Page Five May 21, 2013 Conditions: 1. The restaurant shall not be opened for business until all site work has been completed to the satisfaction of the Planning Board, and a Certificate of Occupancy has been obtained from the Building Department. 2. If the applicant cannot comply with the minimum on-site requirement of 110 parking stalls as shown on the approved site plan referenced herein, the applicant shall immediately file an application with the Planning Board for an amended site plan approval to identify alternative parking or some other remedy to the situation acceptable to the Planning Board. ' Failure to comply with these conditions shall constitute a violation of this approval. 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 pian. , Mill Creek Inn & Marina Page Six - May 21, 2013 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, r40,140Lar3 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. Print name: 4,3.2F _ V'N , Applicant Signature: A--ya — Date: MAILING ADDRESS: PLANNING BOARD MEMBERS Illi ® SObitz, P.O. Box 1179 o Southold, NY 11971 DONALD JWILCENSKI Chair � hN.) _ jC® . r , OFFICE LOCATION: WILLIAM J.CREMERS cn ' , + } Town Hall Annex PIERCE RAFFERTY ` y0�1� 54375 State Route 25 JAMES H.RICH III It� (cor.Main Rd. &Youngs Ave.) MARTIN H_SIDOR // �COUNII I Southold, NY 1 I Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 10, 2015 AUG 1 1 2015 Ms. Nancy Steelman p;pr_, ucr'r do Samuels & Steelman "'' 25235 Main Road Cutchogue, NY 11935 Re: Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M-II Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 4, 2015. The site is now in conformance with the approved Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman Architects and the approved revised Site Plan entitled "Site Plan Revised", prepared by "Samuels & Steelman dated December 15, 2014. 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, • Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector 37o COUNTY O F SUFFOLK ate° F.; '�e e1.�-��y°� kgs+ STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS VINCENT FALKOWSKI,P.E. GILBERT ANDERSON,P.E. PHILIP A.BERDOLT CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Applicant Name: Feinberg (Patricia Moore) Project Location: Greenport SCTM# 1000-40-01-06CEVED Date: 6/5/13 Fl APPROVED DISAPPROVED BLDG ❑ —— TONlPd OF SDUDEPTTHDLD ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. By: C-)--1 William Hillman,P. k. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4150 .4u13 10:13 MOORE LAW OFFICES (FAX)6317654643 P.003/004 • • 1.014f TOWN. LLAGE OF So/t € /d ADDRESS $795x5'"'taw, goes, /17y f 2Q133 • vEPi UI-P+,t��LlVuvutc BUILDING DEPARTMENT 3I�IIEFENGITAIn � �` INEE#t'C—FiCE DATE: sr V /.1 SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER • 335 YAPHANK AVENUE d�it YAPHANK,NY 11980 ",tf `r 4 C(!v}0/3 • Dear Sir: S In accordance with Section 239f of the General Municipal Law of the consolidated Laws o N = ept o; ttobC • New York,this is to notify theCommissionei of Public Works of the Count+aSuffolk that `n•�pL,Mos s Name&Address of Applicant &rree Gi [ 60/te �. 2c2 /2/eti, And/ Soni,*)/a/ //97/ has applied to the Town/Village of 50040/0 for the issuance of a permit in reference to property located on the: C2 Yys- A/001-6 QS E W side Cie C.R. Mfg Distance N SEW Village 1 ,i (i.frearG7;_eirlat251__Town Stn tAfrfe v/ As shown on the attached survey or site plan(3 copies needed),dated _ We shall withhold further action on this application for ten(10) business days for the aforementioned • Section 239f • • Very Truly Yours Building Inspector Building Permits Only Date: APPROVED/DISAPPROVED/APPROVAL WITHHELD to the Town/Vlllage pursuant td the General '• Municipal Law subject to the stated conditions. E a SUFFOLK COUNTY DEPT.OP PUBLIC WORKS I,v CHARLES J.BARTHA,)?,E.,COMMISSIONER 1 2 2013 "U By:RICHARD J.LAVALLE,F.E. „y- CHIEF ENOINEER • BOG ZOW�I OF Sp1)HOLD Gmail-RE: Status of DOT Highway Work Permit(HWP) 20141047594 Page 1 of 3 mak. i 1 eugene burger<millcreekmarinallc@gmail.com> m,c:ooS*Ic- RE: Status of DOT Highway Work Permit (HWP) 20141047594 4 messages Wolfgang, Mark(DOT)<Mark.Wolfgang©dot.ny.gov> Mon, Jul 27, 2015 at 1:00 PM To: Mill Creek Partners<millcreekmarinallc@gmail.com>, "Matthaei, Kevin (DOT)" <Kevin.Matthaei@dot.ny.gov> Hi Ruth, The subject HWP,which was issued to Mill Creek Partners LLC and Burger Construction, Inc.,expired 7/20/15,the same expiration date of Burger Construction's Insurance. If work is complete you can sign and date page 3 and follow the instructions to return the form to Kevin.Once Kevin does the final inspection and verifies all is in order we can close out the HWP and release the Guarantee Deposit that was posted. If work is not complete we can consider extending the HWP once we are provided with the following items: • Insurance Requirements: Acord 25(minimum limits$1,000,000.00)with NYSDOT as an additional insured.The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering&Safety, 250 Veterans Memorial Highway, Rm.6A-7, Hauppauge, NY 11788 • Acord 855 • Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI-12)or proof of exemption (Form CE-200). • Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155)or proof of exemption (Form CE 200). All of the above forms can be scanned and submitted via email. If you have any questions please let me know. Regards, , Mark Civil Engineer I NYSDOT Traffic Engineering&Safety 250 Veterans Memorial Highway , Rm 6A-7 Hauppauge, NY 11788 • https://mail.google.com/mail/u/1/?ui=2&ik=19967a0c93&view=pt&search=inbox&th=14e... 7/29/2015 Gmail -RE: Status of DOT Highway Work Permit(HWP)20141047594 Page 2 of 3 Office(631) 952-7973 Fax(631) 952-4967 Mobile (631) 978-1671 From: Mill Creek Partners [mailto:millcreekmarinallc@gmail.com] Sent: Monday,July 27, 2015 12:24 PM ' To: Wolfgang, Mark(DOT); Matthaei, Kevin (DOT) Subject: Status of DOT Permit 20141047594 Hi Mark and Kevin, I was wondering if you could let me know the status of permit 20141047594 issued to Mill Creek Partners, LLC. If there is someone else I need to follow up with please let me know. Thank you, Ruth Burger Construction 631 734-5217 Mill Creek Partners <millcreekmarinallc©gmail.com> Mon, Jul 27, 2015 at 1:17 PM To: "Wolfgang, Mark(DOT)"<Mark.Wolfgang@dot:ny.gov> Thanks Mark, We did fill out the form and have had Kevin inspect. I will follow up with him. Thank you, Ruth [Quoted text hidden] Mill Creek Partners <millcreekmarinallc@gmail.com> Tue, Jul 28, 2015 at 3:51 PM To: "Matthaei, Kevin (DOT)"<Kevin.Matthaei@dot.ny.gov> Hi Kevin, https://mail.google.com/mail/u/1/?ui=2&ik=19967a0c93&view=pt&search=inbox&th=14e... 7/29/2015 Gmail-RE: Status of DOT Highway Work Permit(HWP)20141047594 Page 3 of 3 Just following up with you to make sure that we have completed our requirements for this permit. If so, do we need to fill out any paperwork to have our deposit returned? Thank you for your time, Ruth Metcalf Burger Construction Mill Creek Partners, LLC . [Quoted text hidden] Matthaei, Kevin (DOT) <Kevin.Matthaei@dot.ny.gov> Wed, Jul 29, 2015 at 9:50 AM To: Mill Creek Partners<millcreekmarinallc@gmail.com> Hello Ruth, I did get out to re-inspect the site and found it to be acceptable. I will forward my acceptance paperwork to Hauppauge and you will receive your deposit back within due time. Regards, Kevin From: Mill Creek Partners [mailto:millcreekmarinallc@gmail.com] Sent: Tuesday,July 28, 2015 3:51 PM , To: Matthaei, Kevin (DOT) Subject: Fwd: Status of DOT Highway Work Permit(HWP) 20141047594 [Quoted text hidden] https://mail.google.com/mail/u/1/?ui=2&ik=19967a0c93&view=pt&search=inbox&th=14e... 7/29/2015 I IIN.at ` Federal Emergency Management Agency 0 ' ? jie ._�,�: Washington, D:C. 20472 f January 22,2013 THE HONORABLE SCOTT A. RUSSELL CASE NO.: 13-02-0082A SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD, SUFFOLK P.O. BOX 1179 COUNTY,NEW YORK SOUTHOLD,NY 11971 COMMUNITY NO.: 360813 DEAR MR. RUSSELL: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal descr ption_of the,property and our determination. �-`felt Additional,;documents rare,,,enclosed which provide information regarding the subject property and LOMR-Fs. .P,I,ease,. see ,.the ,List, of -Enclosures below to determine which documents are enclosed. Other attachments specific ` to ' iliirequest may be included as referenced in the - rnt Determination/Comment -.document:",:' If,,you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or ,by letter addressed to the Federal Emergency Management Agency, Engineering Library, 847 South Pickett Street, Alexandria,VA 22304-4605. Sincerely, Luis Rodriguez, P.E.,Chief Engineering Management Branch • Federal Insurance and Mitigation Administration LIST OF`ENCLOSURES: - LOMR-F DETERMINATION DOCUMENT•(REMOVAL) rr r ;t--- cc,:f State/Corri;monwealth NFIP Coordinator ' �� �ommurii, .Map Repository, . - `• .- , - 3 , �'� ..g:, u ,V,. Lb ,- '_1 Region ,..„,-•`,:,': , -_- I -1.11V1r t tral Talgat _ AN 28 2,013 f::-. ,:.2.1,: ,, iBLDG DEPT r. : _ . • ' TOWN OF SDUTNOID If • (Date: January 22, 2013 (Case No.: 13-02-0082A LOMR-F / y Federal Emergency Management Agency y_.71Washington, D.C.20472 �vn st- . a' LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) /COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel ofland, as described in the Deed, recorded in Book 11615, COUNTY,NEW YORK Page 250, in the Office of the County Clerk, Suffolk County, New York COMMUNITY The portion of property is more particularly described by the following metes and bounds: COMMUNITY NO.:360813 NUMBER:36103C0159H AFFECTED MAP PANEL DATE:9/25/2009 FLOODING SOURCE:SOUTHOLD BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.079, -72.396 SOURCE OF LAT&LONG:GOOGLE EARTH PRO - DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) 64300 Route 25 Portion'of X 7.0 feet -- 9 4 feet Property, (unshaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the.appropriate section on Attachment 1 for the additional considerations listed below) LEGAL PROPERTY DESCRIPTION • PORTIONS REMAIN IN THE SFHA This document provides theFederal Emergency Management Agency's determination regarding-a request for a Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue'the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA Information about the PRP and how one can apply is enclosed This determination is based on the flood data presently available The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 847 South Pickett Street, Alexandria,VA 22304-4605 Luis Rodriguez,P.E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration 7 / yI 'Date: January 22, 2013 (Case No.: 13-02-0082A I , LOMR-F , / ,0,:t r Federal Emergency Management Agency ; . Washington, D.C.20472 /// .6,,„„..,---' - LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) / Beginning at a point, said point being the corner formed by the intersection of the Southerly side of Main Road / (Route 25) and the Westerly side of Dolphin Lane. Running thence the following 6 courses: , 1) South 51 degrees, 37 minutes, 20 seconds West, 299.83 feet, 2) South 69 degrees, 07 minutes, 20 seconds West, 151.91 feet, 3) South 69 degrees, 07 minutes, 20 seconds West, 68.75 feet, 4) North 89 degrees, 52 minutes, 00 seconds West, 98.42 feet,,, , 5) South 01 degrees, 20 minutes, 30 seconds East, 145.54 feet, . 6) North 84 degrees, 39 minutes, 02 seconds East, 33.68 feet to the point or place of begininng. Thence, 7) North 07 degrees, 04 minutes, 24 seconds West, 5:31 feet, , 8) North 05 degrees, 19 minutes, 36 seconds West, 30.20 feet, , 9) South 84 degrees, 44 minutes, 58 seconds West, 6.70 feet, 10) North 05 degrees, 16 minutes, 04 seconds West, 14.40 feet, 11) South 84 degrees, 43 minutes, 56 seconds West, 18.20 feet, ' 12) North 05 degrees, 16 minutes, 04 seconds West, 13.50 feet, 13) North 84 degrees, 43 minutes, 56 seconds East, 18.20 feet, 14) North 05 degrees, 16 minutes, 04 seconds West, 8.20 feet, 15) North 84 degrees, 43 minutes, 56 seconds East, 4.00 feet, 16) North 06 degrees, 31 minutes, 49 seconds West, 4.70 feet, , 17) North 84 degrees, 40 minutes, 24 seconds East, 48.70 feet, 18) South 05 degrees, 16 minutes, 04 seconds East, 4.20 feet, 19) North 84 degrees, 40 minutes, 24 seconds East, 36.10 feet,, 20) South 05 degrees, 16 minutes, 04 seconds East, 0.20 feet, . ' 21) North 84 degrees, 43 minutes, 56 seconds East, 4.90 feet, 22) South 05 degrees, 16 minutes, 04 seconds East, 3.90 feet, 23) North 84 degrees, 40 minutes, 50 seconds East, 7.40 feet, 24) South 05 degrees, 16 minutes, 04 seconds East, 39.20 feet, 25)South 84 degrees, 40 minutes, 50 seconds West, 5.00'feet, ' 26) South 05 degrees, 16 minutes, 04 seconds East, 7.40 feet, ,27)Thence South 87 degrees, 34 minutes, 24 seconds East, 8.29 feet, 28)Thence South 66 degrees, 37 minutes, 30 seconds East, 19.73 feet, 29)Thence South 31 degrees, 32 minutes, 20 seconds East, 11.99.feet, 30)Thence South 84 degrees, 39 minutes, 02 seconds West, 120.12 feet to the point or place of ' beginning. , This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,847 South Pickett Street,Alexandria,VA 22304-4605 , Luis Rodriguez,P.E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration • I 'Date: January 22, 2013 'Case No.: 13-02-0082A LOMR-F 4311-Cec,, Federal Emergency Management Agency Washington,D.C.20472 X/ SND LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) -./j ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) '','PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) • Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request If you, have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,847 South Pickett Street,Alexandria,VA 22304-4605. -• '<._ ._ '- - Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration 1, Town of Southold - Chapter 236 - Stormwater Management gi —�,��}}' SWPPP @ Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) A�PPPLLumrT/�NNAMME:y^Owner-Agent-Consultant-Contractor or lathe; Ciret One) ProperttyyOWNER:(if Different than Appl ttJ,��,[��/�� ///� V X51%%'+!/�Ov l�i t/ , �L,s. ,Q"/ ��% �/'li`�; �] i- -<- Address:z5-7.. 5.- • )/� 0 Address:?Dboc 5242 c>/h�e2c Telephone#73 1/6� ax#: . /6 y Telephone#: 74/, ,2/7 Fax#: / C.C2 E-Mail: ! ((��// CEJ / E-Mail: T Property Address: 6i,300 d&azzs Brief Description of Construction Activity,Proposed Structural BMPs,Soil Stahakration BMPs,Project Scope and/or Sequence of Construction Activity S.C.T.M.# 1000 5�� 07 t�`l- (Provide Add'monal Papas as Needed) District soelnu Block Lo! Name of Contractor and/or Conta�erson Responsible for linlementatton of SWPPP: f(J/C7°/ £ l . /(//j643 Address: Z5./5• / /��/ 4x740 l p <r[_ C317.7-/ ../ Telephone#:..-734,c_r^% / 7 Fax#: J2 r5 1? E-Mail: J!r /�/ �i / , Name of Persons Responssiiblee for Installation 8 Maintenance of Erosion Control Practice: Address: ,Z / �� � �270 '---- Telephone#:73'f-- Zi 7 Fax#:79,3_1‘..,2 -,__ - Mail: E-Mai �/ / . Total Area of All `' x1 1 Total Area of Land Clearing 1 (Q 1 �-r Project Parcels: 3 r!/ and/or Ground Disturbance. (SF.lAcres) (SF Moss) Project Duration: Start 'End �/� -•" '----'---- (Anticipated) 6 6© Date: �rf r !3 Date: 'T/f(it -- e (NumberofCaa+dureeys) 1 / 1 -- Will this Project Disturbe five(5)or More Acres at 0 . __.._.__ _'µ _ __a<___.____. Any One Time During the Proposed Development? Yes No If YES:Ploase Answer the Followingl a. Does the Applicant have a Qualified Inspector Onj Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP indicate How Frequently the Site 1-1 List the ©rr description fall Pote ly im d waterb les and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c.tv7 © __ " . ." c. Does the SWPPP Adequately Identify Alf Temporary 1I r] and/or Permanent Soil Stabalizatiort Measures? Yes No - - - - _••.____._ d. Does the SWPPP Adequately Identify aComplete Ir�I - -•__... __.__..._____.___.______ _____ Project Phasing Plan? Yes No Sta us of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site SpecificE i Practices that Will be Utilized to Protect Water Quality? es No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbo (eg.Lake.Creek,Bay,Pond.Sound,Freshwater Wetland_.) Of Intent and SWPPP Acceptance Form for Review ® U by the Town of Southold? 'Yes No STATE.OF NEW YORK, c COUNTY OF SS That I, 102/7()al 1/4-57—/6:60P-) being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of in ividual signing Document)�//C�� �:��'J � And that he/she is the (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 herewith. Sworn to before me this; l ay orjdik-g-- ,20.13 , ! / � Notary Public: Q. ...... •PATRICIA RiQHA-.E! e .... ....�'�/� Notary Pubiic, State Of ��.� `. aureofAppliicant) SWPPP Assessment FORM: 03-12 No. 01R16042467 - Qualified in Suffolk County Commission Expires May 30,41111011-26/y _. . io *0f SO#ly- Town Hall Annex ,r` 54375 Main Road '''' -�"' � 41 .' �- * � e ep one(6 1 765-1$0`l y `(631)765-9_502. , i P.O.Box 1179 ; G Q �� ro•er.nchert town:southown :us— Southo)d,NY 11971-0959 qe COUnis �O 11 ` ;! 11 t Pi° Li JUL 2 1 2015 I`-, BUILDING DEPARTMENT J TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 7/a/4s Company Name: Name: A 6; v,a/2i4K.•� License No.: Address: � i� 1 d -1<9r 7/ Phone No.: e vs JOBSITE INFORMATION: (*Indicates required information) *Name: 6/'C 9L ,o/rr ne s C *Address: Z,i/a §-13 / 7 *Cross Street: *Phone No.: a? 73 Sa / 7 Permit No.: 38/33 Tax.Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /- z -3 - y-_G -- 7- (Please Circle All That Apply) *Is job ready for inspection: ageNO Rough In j *Do-you need a Temp Certificate: YES O Temp Information (If needed) R-eC, B *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 40 82-Request for Inspection Form 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 ' Architects Fax (631) 734 6407 �j (J�� :Il�y ��jtr Il��_1111 \\ !Iii !I I ,! P I TRANSIVITML J'UN 2 8 2013 1172i' To: Pat Conklin Address:Town of Southold Bldg. Dept. Date: June 28, 2013 , 54375 Main Road CC: Southold, NY 11971 Re: Mill Creek- Dockmasters Bldg. El Urgent x For Review 0 Please Comment 0 Please Reply Description: 1. 4 Revised sets of Construction Documents 2. Energy Calculations 3. Stamp of Health Dept. Approval Pat, We have revised the drawingsto reflect your concerns regarding the Toilet Room at the office area and the location of the building to the flood zone line. The building has been decreased in size by 6". We cannot relocate the building due to the side yard setback. We have noted on the site plan for the surveyor to locate exact location of the flood zone and to maintain the building 6" away from that line. Please call if you have any questions. Nancy Steelman L-67B) JUN 28013 • BLDG DEPT TOWN OF SOUTHOLD BURGER CONSTRUCTION , INC . I ErEiVEnr) August 28, 2013 . ' SEP 16 2013 ID) BIDE DEPT Southold Town Building Department TOWN OF OUTHOLD 54375 Route 25 Southold,N.Y. 11971 RECEIVED 4 , (0()-1 SEP 19 2013 Re: Mill Creek Dockmaster Building BOARD OF APPEALS To whom it may concern, I, Eugene Burger, representing Mill Creek as owner and contractor, am requesting a formal release for a minimus 2' cantilever on the second floor of the Dockmaster Building toward the Bay side. The footprint of the building will remain the same. Thank You, Eugene Burger Burger Construction POST OFFICE BOX 934, CUTCHOGUE, N.Y 11935 TELEPHONE: 631-734-5217 FACSIMILE 631-734-5249 ,-# .i Town Hall Annexi� , Telephone(631)765-1802 * 54375 Main Road Fax(631)765-9502 P.O.Box1179 ‘1'4' t, , 07� Southold,NY 11971-0959 ` April 29, 2015 6( Alffr)/" ®l`tCOMM v IP�� m---ID BUILDING DEPARTMENT I TOWN OF SOUTHOLD Mill Creek Partners LLC PO Box 326 kr Cutchogue NY 11935 V Re: 64300 Route 25,Greenport r ) 1 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: - pl. ation for Certificate of Occupancy. (Enclosed) ctrical Underwriters Certificate. ) 7/2- 1 A fee of$50.00. 11 S'- '-\- ---- final Health Department Approval. , 62.-eelict - # V1N Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) '.. Trustees Certificate of Compliance. (Town Trustees#765-1892) 1 Final Planning Board Approval. (Planning#765-1938) / /I Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38133 — Commercial Dock Master's Building __ - ____ __ - - -, . --.W_*175" 1"- ,�-_ 7'7�. `�'ljm,�,.17_-.t�:-�-___-1__�--- L-i"�-- vit=[��:-.=, ... �=, _!_-l_1.��"�,,_.,_ — �1 , �, ,'T. , " �imr,.,�-��!�--- I? vt - Z7�.,.!,i - �"'_�;mii`r"I"..� , - ,j— _._..171.__� ir �k _�.�-, -I .- �__._ 11—, ____,� I. ..... - �_._.�...I- -�U, ,._:, .n7,_ .... ' I - ,,.I 1�..... __ - -�1.;1f.;"1j"' - , .."".1.1:�1-:' - m�_. . vt'I . '.�_ ...- �:,� ..,!.:i: .:I.: .t 77ty._�...,�".,.-..Pt� - - il.111. , , ..;.,,li ;,;:1 I !.,.,.,.!,",.,.!,��"",*,.�""","-.,!��i:,-".-.::��,.�"."I�,..!,.,.,�. —, ,_._.,___--__K------I . -, .1.. .i ..!:,.1.,�-.',; ..-,,,�,ii.� [.;%-!`,,; ..�.,.,.',; ,�� .t;!,.lji.. "" -, . 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( MW 01 "iM6 i�1111;1�ill IT V x Is '..'x. �rg-g 0::2 1, ;Ij .'NAM Sol NOW EWE .5, L I a imi 1 !g 3y g,L�Jg 61 fk, A Rzt R�,i`.!5 P1 NI51"o NOW I n gV RN 13, ;"e;,i'f,,,.'i.'�'LIL-�-l.'ai;':45- PER NO n RE, NIB! ..gg gg '.M Q vow i Mon ENE IN SIN, I FRI 6T. qm_ "Y ag-Y I- Is MIS -OW] NMI 6.p, gg-;: Ei;!i'i�_dj1Ie1`�1VZ�1,i 4q`�� '40 in wzn 14,-�-EN-,; J-1. ,- i� er --ui, in, EME HOME INEWISM 75, la, W- N.111, I31; N mmmv,], JIM r--, Al. "Rgy- IS ; .1' IN .7 M. -.0n, NMI, r. "O'g-Tiq 10, mix Evil N Meiji, 1 Mrs, REVISIONS: MA N RQA ( ATE RQ 25) 6s- 5---.' ,..n w 89052 ,00,, ° Cilo o o 0 E ' 20 E 6g°0� '` 9 8' 4 2 N PLANTINGS /\ 4011°..-- - 1 in PLANTINGS CO PLANTINGS Ce p ›. 9 6 9 = = _ _ = _ _ _ _ _ _ _ _ _ _ = = O _! 1 1111110 W rr Z 1 ii O 11..111 H I 0 ENGE AND GATE Q I 1r Q >->m PLANTINGS P A C K I \G AREAASPHALT PAVING • • p CO <z PLANTINGS 0 El • I-- ASPHALT 1 Q ::: :...R5AG: ..:;:::.9 PAVING �,,,_, 0 11;L___;, : . ARES': iii. :::::0' O . Z ® O I ,:GONG::. :o W a 1 I z • .:.. . : . :. :•:PA�\(,:rN6:: W :so , :.:....e.„i.::,.:,2.. PLANTINGS PLANTINGS Wii 0 GGNG.: N U) o° - l's . . . . `. P� PVE ----� . �RANfP�:�]Jr~'��,. .N--- 9 ..:- JGDNG:: �Af�N� � . �• � . 0 i i\G 0 O STON= - PLANTINGS I 1 I 1 z AAREA: • • . co c,:. • 1 IPAV[N6,- .::: ••.....:� ,. 0 z• PI \G tea• coo M 6- co as' � M W --1• w zI W x F Q Z u_ ic. n • � W• � � � c 1 CrEl � � � STONE �TOvE I i!.• ” 8r2 it....,, EXSTI \G 5LI \GO=� PAVING PAVING N. 1 I AREA 1 .Goi: O1 ) iAVE.. i I O O I 1 \i PLANTINGS 1 DECK --------r-E7GKING PROJECT NO: 11 10 PLANTINGS DRAWN BY: UT PLANTINGS I CHECKED BY: NS DATE: March 24, 2015 SCALE: 1/8" = 1' - 0" 1 SHEET TITLE: 1 I D GKING I I ENLARGED DEG G 1 1 � • • • • • • • • • • • • • • A ,. • • � FAR< I \G AREA SITE PLAN 1 DECKING- METAL GANGWAY I FS;7 I METAL GANGWAY � V I NG I - FLOATING DOCK e U -- -- - SHEET NO: 1 1. N ■ .. 1 I b w 1 APPROVALS sp 5 t. REVISIONS: UTILITY um OVRRIIEAv siTE t.r May 23, 2012 FIRES /° I ADJACENT PROPERTY � SCTM # 1000-56-07 1 I July 9, 2012 E �;TM ,., '. PROPERTY: .4. 10 Route 25 BOAT YARD POLE ,- , ,.- ADDRESS Greenport, NY 11944 %�l. -t -''' `% '° OWNER: MILL - - . - . - , LLC /' i 1 < -9----`, SITE: 142,441 SQ.FT. = 3.27 ACRES v ‘,,, ,,,, \ \'' LAND UNDER 1 1 WATER: 57,885 SQ FT RPh ' -- y.11d .i 1 ZONING: M-II A°°• ,mu aIIIIIIIII " SURVEYOR: Hands on Surveying gTMOA _i' 1----= 26 Silver Brook Drive '�° "INS'NAr UTILOVERHEAD - - --° Flanders, New York 11901 Y HIRES _i' '=== ---"--• LICENSE#050363 IX . EXISTING UTILITY ��' b • U POLE"'�-�' - 9� , ' w DATED 6/22/11 1* 0 MA L N R NEIN TRENCH '' y ,5,. .. EXISTING CONCRETE WALL EXISTING ROAD DRAI. -' •/•°° '7Eo�I ZU' ppppBD/SLI\ 1 vAL TO BE REMOVED PROVIDE SEPTIC.SYSTEM ourE2� Ole N69 ! T` `. o NEW STONE VENEER WALL 3+ R I / 0 •- •, • PEDESTRIAN (STATE ARD F �SIbN --- EDGE OF \ i ;' i' %' ` ss R1 ovERHEADwIREs E ` 6a�5 NEwENTRiIuowNG_ \; II LANt1�WARb LIMIT OF,/ 1� LOCATION MAP W a _ AND APRON --- C 1 f,REHLV#TSR WETL SAS - �� '`, ' I EXISTING PAVING tM Z " Il, - T__—' �� "g' II ` '.°p I NEIN cuRsCOBBLES •NE IMITOF `` DELINEATED BY SU LK ITE EXISTING UTILITY �; � `\ , GL FARING ENVIRONMENTAL G NSULTING, Z POLE NYT-850 o Illlj \ 'IG. x}/11/©6 AND RIFIEI�'ON./„-- O CPS EXISTING DRYWELLS(DW'A") ch _ - _ - - r(� . ------.,^- ' NEW�iECTRIR ` /23II I ; (6)10'DIA 6FT DEEP o MIMI. '1�}• _, _LOADINGS- p,IE H FRAME NEW GRAVEL\ ' 1 0 IIMWII i 18 ~'4 1 \ A�EAI �• lie 1 '1 NEW IL< W DRIVEWAY \ • `� I 1 11-RDp 11.1.1 EXISTING WATER - , x iM1' \ \ o \ Rp SERVICE N LXISTIIJG�vE-ilf:�J_ BLUESIIONE lD‘Hr -� ! 1 i' $�N� 25 25' Z III -/ r -1M 1'.'\, DRI Y '�r I v! . 4EARING 0'' LONG 1dig -'SID YARDWAY mmitim / 1 1 • NEW SHADE 1 \�d�' Al& AREA O� G't` p• QSETBACK A11 � •� 1TRE \ SHOWN NAAHED) ��0Q DUMP5TER LOCATION I rLN 1 , 1 A'1 A'11111.111311111111111 / • \ ; !1 m WITH 6 F HIGH kenms`s, 1 ' 1 4%4a PRIVACY FENCE iiiikatia �' 7A I \ TIMBER` ` ' r�� Q —�' i cTRIRG c AND DWWII" ,'' \ l{ 1 \ B DRIVE IIIX .I •STONE VENEER WALlirL PLANTER 1 \ Q F�7 , D Ij� ITT LINES LB ; I ��\ \ \\ \ NEW UNDERGROUND • v • _ ! 10 \'�\\\ \\\\ ELECTRIC AND UTILITY •EXISTING 1 I �' NE. coW (;11',$,M11111 IN ', I \t4,4jik \�\� \\\ \ \\ \\\ z \ 111 NFJH ELEG METERS , ) •' FRAME 1 ' `D iiitivil I ' LIMIT• 1FNESFMIATER \�\ \\ \ \ \ .\ \�\ \` \\! a'' 1 M ENTRY cL NG l0 1 \\ \ \\ ”" \\ ON BUILDING FARE BUILDING �I I' , 1 \ I wEnaos 1 \ \\\\\ \\\ I� co LI j EXISTING UTILITY POLE �I�i� • (RESTAURANT) • • _,] 1�1 /, % �1 \ 1 i '`� ` `\\`� i' ' \\ \. :\\\, \ \ \. \ \ \\ \` I TO BE REMOVED • - / ZONE �� i I \ i i \\. \ \\ . \\\.' \\ >\\;.; •\ • FIN FIRST FLOOR•PL.ID.B I 1DW 1 \ 1 \�., \ \ \ \, / EXISTING BANK OF , BASEMENT SLAB+,11.p.m' • ��• 1\IwirAl � NEW OIL t ��� /'�� 1 4 \ \ \� \ � \\ \ \\\ \N / ELEG METERS TO - _ FLOOD BLUESTONE AlI. NB"1 1 \ / BE REMOVED HOOD I ZONE X 1 DRIVEWAY 4 GRAVEL \ \\\• ,,\41‘•5" \ \\,,\\',\ _ _ p DF;IVEWAY 1, \ l \ \\\ \\ \\\ \\ \\ \\\\\ r\ 1 •.: EXISTING POST i RAIL DECK • PLANTER I(-- '• ! \ , \ \ � \ \ \\• \., \\ FENCE I i DECK --� • _I,�lli ' EDGE OF \ \\ \\�� \\ \�\ \� \\\ \ \ \„\; BLEST tet• i , i' \ \ � \k, \\ \ lift! NEW DOCK • DECK EXISTINGIVINE. �, \ 1 ( \\\ \�\\ \�� �.: `,,� �`:' \ \.:� \� 1-- tri) 1 ACCESS-RAMP, - i // • FLOOD + \ _ G' \�\ `b \\ \ \ \\\ v�� \�\•.�\\��\\ \\�\ \\ \\\ 1 STAIRS 6 DECK = / AE(ELT) ", \ 1 \ :. \\ \ \\ \ \\`� \"\ \� `\\ \�\ \\\\ \'. \\\\ 1 III� r--I `b-\ , ' inmal y•-. - -� 1DW ii \\ \\� �� \\ \, \ \ \\ I '��I�III"1"^�' NEW FLOATING DOCK ar�SIJ 1m��II�I�QfiiN� ,' S ' POLE LI iimill I \ ,'\` ` NEW FLOATING I Pm M 3 M M . 1A. �`i ',� 'DCG I ' I ` • 1, > DOCK W/LOW �� © 22 I I i ce SILL BULKHEAD 2.10'SLIPS •• . 2-10'SLIPS 1 t, �, RD ` 1 ; \ 0 / MEAN HI �K ��� ' EXISTING UTILITY ! 24 WATER MARK 21 �'� / ` \‘‘I° PARKING REQUIREMENTS z 0 POLE NYT-8505 i I I q-, � - • O ��Il1 I I 47 \ % ` \ • 1 G NEW 1 �. "--- ', RESTAURANT: W A. EXISTING BAN TO REMAIN-NON INDIGENOUS 25 I1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR MATERIAL YI.E., BRICKS)TO BE REMOVED, I 2-10'SLIPS • ® M 1 I ' 1 °R"`�r- !jr \` \ i- 4 * IOGO-56�0���: 1 Ce M Z PLANT DISTURBED AREAS WITH AMERICAN !I I -6' 2-13.5'SLIPS I G > / ,� BEACH GRASS(AS PER DEC REQUIREMENTS) 1 I 'w ' I 1 %' NF�v `. ' f�PERTY LEASED BY MILL Y W --- I 1• ,� ' /-� teW'B. wITH4e___ AREA WHICHEVER IS GREATER MEAN HIGH WATER I� �� 19 ---1 \� 1 .5.,_,J TREES;WA ;/B /CAST e1 ATE ERS 5/1/12 W ADE DWCREEK PARTNERS 1 MARK 11 .I - 27 . •�""I' 11t X 1 , RUNOFF M (SEE LEASE AGREEMENT FOR \`�_, ', \, I I I __ 1 1 I._ , I/ PARKING LLI f:e 1 13 III M 2_13.5'SLIPS _� L_____ 1 11 I,V TOP or GRAVEL, „CE ADDITIONAL INFORMATION) TOTAL SEATS CALCULATION: (' 1 LAND NOW OR FORMERLYOF - 2 13.5'SLIPS' ' BANK1 DRJVEINAY GOLDSMITHS BOAT SHOP,INC. SP7 �� o i11 ® EXISTING ___ I �/ 10 ��_� ( LAND NOW OR F(RMERLYOF 1 INTERIOR - 180 SEATS = 60 SPACES 11 OVERHEAD WIRES Q Z 1 1 • FLOATING 17 - Y 1 1 1 'r—� 6 A 710 111161121001111. AL 7--"" LI T OF PRINCIPI PROPS ILC SYSTEM DOCKS TO I 6 I I �� 1VINE LOOD ZONE Q 2.10'SLIPS 29 BE REMOVED . �rlr ;� I RAIL t' FOi� tOGK ASTER I RING I \ FM I, ' i� 4.�\ ' ' n � 1' E - I' ' ��'D"'' I ' 1 �� t SQUARE FOOTAGE CALCULATION: Iz,_ 1 __, 30 1s oG�' ,' ,>, � , ='s'; G 1 ' FIRST FLOOR PUBLIC AREAS: 3117 SF / 100 = 31.17 SPACES N 1 1 Ifllffffffffffff.. —NEIN PILIN65�� 2-13,5`SLIP_ 1 1 ,1 I\ •a.�E OF 1 IWAIER • ' `�\ TOP OF BANK ' '� IM 31 15 ', .I�I ' ID , \1\\ , ',1 4...--) SECOND FLOOR PUBLIC AREA: 2,509 SF/ 100 = 25.09 SPACES 2 10'SLIPS • NEW FLOATING I I � ' i TOTAL 56.25 SPACES \ , T ' 1 \ 1 - ® DOCK K LOW 14 � 11 I, ' ! r, �� � / 1 I ��LJ �' - ice. \ I 1 -- SILL BULKHEAD .I - I-�, 1 ' � i O VII j �'B % , / i \� I`II 33 2-13.5'stIPS'I 1�� , ;�� � - /5'' 1 THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN MATCH LINE SEE SHEET SP` , 1 2-10'SLIPS • 13 1 i 1 �. I' <i . •`_ :,; 1 � 06 Z• 1 MATCH LINE SEE SHEET SP 3 __. THE CALCULATION IS BASED ON THE TOTAL NUMBER OF �� .. i • ��� , • s • I�� • t1r.• • .��� w • �•.-. moi- • �� �� `'. MATCH LINE SEE SHEET SP 4\ • .�I ' -----� ® Nommomil� j i �� ' • 2B \v--� EX1STI'-1, G 1 MATCH LINE SEE SHEET 11 SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. :• �� EXISTING UTILITY EXISTING BANK TO I 1 , 1��, `, - _ 1 1 , I POLE LIL-33G \ I dA 35 REMAIN-NON 12 \-/ 1 l �1 I 11• ,r'2-10'SLIPS • INDIGENOUS MATERIAL -- M • I l \ -?•h wW 1 ) FLOOD) 1 FLOOD I I I (I.E., BRICKS)TO BE 2-13.5'SLIPS �, , _- 1 36 REMOVED,PLANT i l\ , 1 ) ,,,,, MA ZONE LINE \ ZONE X I . -- - 11 1 SIP �' 1 \ ' �\ / i - _-- • DISTURBED AREAS WITH I i YARD r• 1 MARINA: 0 O} EXISTING `/ AMERICAN BEACH • V VEGETATIONREMAIN —25 dd'AA s7 6RA�5(A5 PER DEG •r'�� A ;1 ;1 1 '`, ,' 1 SPACE PER BOAT SLIP ,C, w -� = W x co SIDE Y RD 'f'2-10'SLIPS REQUIREMENTS) O � �'�II� ' i maAgik• '�� ` / �b = W• v, ui o • �• t �� �':. 50 BOAT SLIPS 50 SPACES a Z LL FLOOD ZONE AE EL-) / SETBA Ki. ® 10 1 I li 1. MEAN HIGH WATER • NEW DOCK ACCESS- • 2-13.5'SLIPS I1, , 1 Q MARK' i I h --- RAMP 6 DECK 1 I, 41' 4 11 I N 0 I Q ��� 6 ► G �� ``, TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC 2 w• " i 39 g 1 ;� POL E DILAPIDATED POST< 1 (ti r NEW PILIN65----may. FIXTURE XTU� I 2-10'SLIPS —� 1 1 4' LIGHT l 1 t- RAIL FENCE-......r........„....... M 40 L- - 1�I 1 ' i,1'� "DCG'TYP DRIVEI~A�' i / < • V 40 ���� ACCESSIBLE D in EXISTING BANK TO REMAIN-NON I NEW FLOATING ® M ' 1 Ah'�' _, -:- L T - TOTAL PARKING SPACES PROVIDED: 111 SPACES w/ 5 HC INDIGENOUS MATERIAL(I P.. BRICKS)TO , I ( 7I 41 DOCK W/LOW . 2-13.5'SLIPS I L I 1 _ BE REMOVED,PLANT DISTURBED AREAS i I 1 r T SILL BULKHEAD I I ,I I D„ •` ;� ATED , i ♦/� ,1� / WITH AMERICAN BEACH GRASS(AS PER I ( + �� IPS 'O O I�I 1 �- , ACCESSIBLE v+ V+• DEC REQUIREMENTS) / I I 42 61'-P S �� II 1 'II1, NEW 'I SHADE EXISTING DILAPIDATED ' l I I I 1 GR'O`VEL• - 1�9M'ATER - ' WOOD BULKHEAD TO 1 p-- ( 1, 11 P I i DRIVEWAY j VVEtt/VO3 1 AD AIRES I , t 2.10' UI'S . s 111 'u '�� 0 1 , — B OAT SLIPS oVERHE i1 .M I I--_-® - O• 2-18.5'SLIPS II 1; I Q'`Q 1 /-.1D Ii \--'re ;c i' LANDWARD LMIT OF '► :: J EXISTING '•• ► • - vrluTY " II �_-- 1 ' 1 i 1._''B FRESHWATER NETLANDS AS MARINA: 1.1�'31�iP O I I 1 �E{I ' .1� it I� GRAVEL i DELINEATED EY SUFFOLKOF NEW• POLE . i i EXISTING I I :rw PAVING ENVIRONMENTIL CONSULTING, 1 (6) 18.5 WIDE SLIPS �Q�E � sr y°�' f", M I FLOATING I ` (16) 13.5 WIDE SLIPS �°� FFNK �� ' \1:-{611,;,-c5-. L----"I�DOCKS To i 11 V11 �� TIMBER IMG. 4/12/06 fND VERIFIED ON z. - BE REMQVED _ I 'I 11'; UARDRAIL / `;DW ►� 5/23/11 °, (28) 10.0 WIDE SLIPSz`�I �Lfg / ;LIPS 1II ® r-- M 1 I I4 /-�. s ( 1�_%�' - M 2-18.5'�CIPS I I ,1 z., 1 ` - -OSED BOAT 1 I M` �,1;• O • I F I YARD (storage of 1,> EXISTING BOAT SLIPS: 50 SLIPS _ 2-10' II • 47 rXISTING 1 , x G ,,.-� 77. LIPS I. 48 MARINA ® 1111''; � o.` ► B OF 1; % boats QI'1CI trailers) PROPOSED BOAT SLIPS: 50 SLIPS ° 0 .5 °� 1-10 @ SLIPS 1 50 T • - 11 I'I I 'olla r 1 / `I1DW �A, L ` LIMIT OF /tt / ! Ri " LIP 1 I,' l I� / 1�- ,,*Er �1 l/ /iy +(f5 PLANTINGS, '1,/ / / DILAPIDATED \ O \I 1 1 C /s' NEW Ij'RYY'B.LS 1 li +l.- N( ... AMERICANBEACHC M, DRAINAGE CALCULATIONS: PROJE �rNO: WOOD BULKHEAD LARGE ORNAMENTAL OH 43,WITH 2-18.5 SLIPS POLE GRASSES •� 1 GASt IRON GRATE �% NEIN K FLOATING � • }Air• NEW FLOATING / i ,A11_ 41.4LIGHT �' 1 ITML►2 1110 FIXTURE 1 ` (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY SILL BULKHEAD DOCK W/LOW O /// )1h i T rn 1 NEW ADE I PARKINS SURFAGE /SILL BULKHEAD I , /(. ! I f / �d�'dd��� ROOF AREA: DRAWN BY: • - = --moi, -- --_6 _ _-__________.._5„„-- I ' , 16o FT DI* \ , ti :_ 1 ` 1 DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT I / _-----_ __- 7,'� ,NEINT1oP Ct" : •ft. /' \\ A 6,555 SF x (2/12 FT.) x 1.0 =943 CU. FT. CHECKED BY. : ir, A EXISTING r _J (DW) ED4E OF WATER I (' ! y O O •�` 1 CLEARING c MEAT HIGH WATER 1 1 / TOP D /` •C4- FLOOD ZONE N S MARK / %' re \ -�%► LINE ENTRY DRIVEWAY: DATE: z, � � "EW DOS sRz VEL 1 "ATEDL,E DRY WELL AREA x RAINFALL x RUNOFF FACTOR March 2, 2012 ACCESS D 'SURFACE FL A6 P..- EXISTING BANK TO FEMAIN-NON I 1 1 INDIGENOUS MATERIALIE.•BRICKS) 1 ' � / 1 1 FLOOD ' � I (OW) "A" 10,374 SF x (2/12 FT.) x 0.9 = 1556 CU. FT. SCALE: TO BE REMOVED,PLAIT DISTURBED I GRAYE`I,•, ZONE X "T`E-/- t'' r �" -• RAIL) AREAS MTH AMERICAN EACH GRASS I I, ' \ 0 0 /' _ 1" 40'-0" (A5 PER DEG RQUIREMENTS) PICNIC AREFA____> ••••••• \ `I _ - - • • •,', TOP oP BANK = USE: (6) 10' DIAMETER x 6' HIGH POOL 1 ', `, 5'' HEM FLOOD ZON: �•�• �I ••,• _,-- "- (6) 10'X 6' STORM DRAIN RING =2463 CU. FT. SHEET TITLE: 1 NEN. LOW SILL 5, E YARD NEW • USE o BULKHEAD 1 `, g TBAOK I 6RAVEI��6 TOP OF BANK '>�, - ' -P1.XNTINGS,__- --------- ` p - _ - " I POOL SURFACE - T"-- �--AMERIGAN BF-P.GH=_- -----'-----------------------------------------------------.- -- ��` --- • (8 10' DIAM x 4' ;\ A. >s LAC RGaRNAMENTAL-GRASSES - _.---------------- _,_ ------ 6----- (8) 10'X 4' STORM DRAIN RING HIGH 2 89 CU. FT. \1 \ \\:-: I MEAN H ----------4----------- �,4 1 RMARKASI)BS' :�•r •.�. o I` �_�- �!� i'#� � _ -- PROVIDED REQUIRED ____--,-----.-:7:------ _�w - R=1603.63 L=292.75 ' I 1� (TIE LINE,RLONG MEAN HIGH WATER MARK) 4652 CU. FT. > 2499 CU. FT. SITE PLAN 1 'I ! \ I '‘4 MF HI WA � N NEW RIP RAP SITE PLAN INDEX (DW) "B" DRIVEWAY PARKING AREA � �� u DRY WELL AREA x RAINFALL x RUNOFF FACTOR ��2°30 q SP I KEY PLAN, 100th scale 1 PARKING SP 2 SITE PLAN, 40th scale (DW) "B" 46,586 SF x (2/12 FT.) x 1.0 =7765 CU. FT. •I USE: 10' DIAMETER x 114'HIGH POOL, OR ,� TOTAL 111 SP 3 ENLARGED SITE PLAN NORTH 20th scale SHEET NO: Ale NEW RIP RAP USE: (21) 10' DIAMETER x 4' HIGH POOL SP 4 ENLARGED SITE PLAN SOUTH, 20th scale (21) 10' X 4' STORM DRAIN RING =5747 CU. FT. i} 6) SOUTHOLD BAY SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT USE: (21) 10' DIAMETER SOLID WALL DOMES SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING (21) 10' SOLID WALL DOMES = 2282 Cu. FT. SP 7 SECTION THRU MARINA BASIN PROVIDED REQUIRED 1 FIRST FLOOR PLAN - RESTAURANT 8029 CU. FT. > 7765 CU. FT. 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT SCALE: 1 = AAS-0�� 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS ELEVATIONS - DOCK MASTERS BUILDING SITE PLAN APPROVAL I FINE TO COAKSt I - WICK 11U1.t WI!It=mourn,rwL: - —_`_� ;_ STOD{SF') 1�J EXISTING KITCHEN/GRAY ROW 76, • `8'6 PERFORATED PIPE -- INDOOR RESTAURANT SEATING* 20 GPO/SEAT X 189 SEATS -3 600 CPD TEST HOLE BY MCDONALD ,•• i:`�, I TOTAL EXISTING SEWAGE FLOW =5,900 GPD GEOSCIENCE DATED MARCH 15,2012 " l GROUNDWATERENCOUNTERED AT �5J14?-tt 3'.= ±^'" :-" ` - PROPOSED SEWAGEDENSITY FLOW 3.= e a,.. *r. r' INDOOR RESTAURANT SEATING 10GPDISEAT X 146 SEATS =1,460 GPD 6 4'BELOW GRADE Suva)for Oi fy udtio Ot erTh an Singe{fit f INDOOR BAR SEATING 10 GPO/SEAT X 34 SEATS = 340 GPD Ap}stovalforCp[l4WCIIQ11=4tbsrThanSitiglCFatr9• MARINA 10GPD/SUP X50SLIPS = 500 GPD c - ' O �N ,pd TOTAL SEWAGE FLOW =2,300 GPD - Reference No.CIO-12�:000q, ' ' Design How C I EST HOLE DATA#2 u,; 'use(s• w , r'rlxed'then I•'r" EX1Sft1GKITCHEPUGftAYFLOW ` r• INDOOR RESTAURANT SEATING 20GPO/SFATX146SEATS =2,920GPO • -'' These plans'•have been:tevieived;for generat_canformane+r iitN:Sutfo.• I IPhJ00RBARSEATING 5GPD5EATX34170 GPD CourityDCpattmentofiicalth'Seryicesstandards,retatingto{atersopph DOJOORB MASTER 5GPDSUPX50S SEATS 250 GPO PROPOSED WICK HOLE Ei=10.0 ,:e t 0.0 and.sbwage'disposal. RegaPdless of any omissions,inccjnsistces or lark TOTAL KRCHENGRAY FLOW =3,34D GPO (, MIXEQSAPID,LOAM ,'rr�`, •. of ti;construction is required�o be;in accordance Ai iih fie attached . STORAGE VOLUME! 8I7£B421S(SC) pernsitConditions and appticattiestandardstnlessspeciticallrwalveci'bt TOTAL EwsrncSEWAGE FLOW =5,840 GPD - the-Department.This approval'e%pires 3 years frontthe-o1*OV3l date. TOTAL EXISTINGSEWAGE ROW=5,840 GPD G C) 50 unlessextendedorrenewed. I. -,-/ !I , PROPOSED SEWAGE DISPOSAL SYSTEM DEPTH OFSTOTAGF ABOVE WICK SAND(SO),, MAY 0 3 2013 . `'.' " TOP OF LEACHING GALLEY FI 85 7 5'(WATER TABLE 1, PROPOSED DESIGN CAPACITY SFPTIGTA/S( HIGHEST EXPECTED GROUNDWATER EL 2 5 — o -- ReYieti,Y,er s2 ELEV.2 5)= APProva�Date ` PROPOSED ROW RATE 5,640 GPO DESIGN 2 DAY STORAGE=11280 GALLONS VOLUME OF WICK WATER IN GREY, ; USE 3.170 X6'EFF.DEPTH 5 T=13,500 GAL ciao-067y FWIG/I142/4=68.33 CF/FT X 748 CLAYEY SAND(SC). . APPROVED lAl I;C^nF.rinFluEL'al'"r D.-JACO Or ! - GAL/CF=5111GAL/F1 14 GREASE iPAP DESIGN ' REVIEW D ETCR:�f I NATION',PAtEDr FFB 01,2019 KITCHEN FLOW=3,340 GPD STORAGE PROVIDED m USE 1.12GX5'EFF DEPTH GT=3,750 GAL S ORAGX PROVIDE DEEP 5111GA:.IFr=6,133G4L SUBJECT 7o.CovENnllts&RESTRICTIONS USER D1x 7`; LEACHING POOL DESIGN PAGE 7f'2:_ LEACHING @15GPO/SQ FT=5,640 GPO/15GPO/SO FT=3,760 SF 6,133GAIIONS>5,640GALLONS=+493GAL WATER IN t 9'0X3142=25 t3 S9 FT/POOL BROWN CLAY(CH) i! BE INSPECTED SY THE ry� _ 120X3 142=31 425Q FT/POOL aArp tt LlCd COUNTY B'S LEACHING POOLGAPACITY alI?FOt.it pEPT:;OTr'ktZALTA SERVSGSS't r�. .. .,Til,. USE EX 11.8'0X437'DEEP LP'S=481 V F.X 25 13=1209 SF CALL.$B2-S754rdg 1-lourte'1N ADUAt?OE,'e q Iti:S. - 1 e" 3118/13 SCDHS COMMENTS WATER N,PAIJ TO SCNIOPU+E INSP1DCTIOl S • I i"'?w•• ,i. 1't i _ .», 8.6ADDITIONAL 4X 4'LEACHNIGNG GALLLES R 1000 SF/GALLEY 22161113 NEW TES MOLE DATA BROWNSCDHS COMMENTS FINE , 1 I 3,7E0S9FT•1,209=2,551SOFT/106SF/GALLEY=241 GALLEYS A SAND(SP) 1 USE NEW 25.6,5'X 475 X 4'LEACHING GALLEY S-25 GALLCYS>241 GALLEYS 10115/12 SCDHS COMMENTS 58 t4GINEER S CERTIFICATION REQUIRED• •71>v Y,;, ;,61 811N12 DOT/SCDHS COMMENTS •, !'� TEST HOLE BIMCOONALO <_: ,x' _ 5• U9MITBE.ORtK`CERTIF'ICATION , f 5..,-',..--I i;, 3�6osDESiGN�xso=1800SF01060SFIGAJEY=177GAUEYS REVISIONS I- ;ITL USE 18-8.6X475X4'LEACHNGGALLEYS=18GALIEYS>177GALLEYS GEOSCIENCEDATEDOCTOBER 18,2012 �• pRlI19TALLATtO�IA '�'COhc'TRU�I N g E ,n O� � � GROUNDWATER ENCOUNTERED AT 7.5 O• F�,orn r{.rox 451&k5 ""' �' i } EXPANSION POOLS NOT SHOWN ON THE SITE PLAN SINCE THEY CANNOT FR ����� VO j fr BELOW GRADE. ' FOR FINAL.APPROVA3.. } OUE TO THE SITECONSTRAIPITS. COr • - • n.a - DOCK . t co O %� O _ - BATHROOMS ANDSHoWERSAND2NDFLOOROFFICESPACEAREFORDOC ,..!./4,litifI' �. 3 AND BOAT SLIPS I MAR NA ON Y AND ARE NOT OPEN TO THE PUBLIC, A fr I KCAVATIgSJ 1FISPECT1424.6�ECtUlRED • !FOR SANITARY-rYSTEh9 rPlans are p epared try Condon Engineenn0.P C II Is a valatan of the NewYark �,�Y f;,i*-, 't• StaleEsuahonLaw,ANde 145.Seetlon7209,f arty pe son unessachngorder •, / `yyJSITE DATA ;4;` r fL Ardnled,aLand SerreYo;,Aaher J�/ Gthe drechonoraharnsedPloteonalEagmeer.SCTM# 100056-0702 ` ' �` S " any Rem In any way San item bearing the seal of an Engineer,ArCSaect or Land p. /.• it p% C: Surveyor'saltered,tte altering Engineer,Archdect,orLand Surveyorshalt afortotho PROPERTY:',"64300 Route 25 M,,, S.C.T.M.DIST,.1000 SECS BLK,07 LOT 02 item heather seal and the notahon'Alteredby'followed by ha/her signature and the ADDRESS Creenplxl NY 11944 date ofsuchaneraaons,and a seacrtcdesnotonate alteration OWNER: MILL CREEK PARTNERS,LLC CondonMILL CREEK INN AND MARINA SITE: 142,441 SO.Ff=,37lACRES(1.65ACRESUPLAND) Scale AS SHOWN E ngineering, •P•�+■ 64,300 MAIN ROAD(NYS 25) ZONING., 'M-II 1755;Sigsbee Road SOUTHOLD,NY ®F �WNER/APPLiDANT: Drawn by JJC ; Mattituo�i,New York 11952 MILL CREEK PARTNERS,LLC. t ' (631)298-1966(631)298-1986 fax P O BDz32s Date:6/2/2012 Wr►,yy.COftdonengineering.00m SANITARY PLAN 2 CUTCHQGUE NY 11935 1 .. ter• a �: _ — a 1 6Za WQ�p U ° + 1 ,1• (*. � fxw Q' � tiio Aan�niaa sNoas a�u ad3 1 • Q' .7."--10W O E W,..r U - J 1 1 \ , \ mW 1- .0 �j j COM checkSoftware Version 3.9.2 Mechanical Compliance Certificate ' 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Construction Site: Owner/Agent: Designer/Contractor: 64300 Route 25 MILL CREEK PARTNERS,LLC Nancy Steelman Greenport,NY 11944 Samuels&Steelman Architects 25235 Main Road Cutchogue,NY 11935 631-734-6405 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Multiple-Zone): - Cooling:1 each-Split System,Capacity=18 kBtu/h,Air-Cooled Condenser Proposed Efficiency=18.00 SEER,Required Efficiency=13.00 SEER Fan System: None 1 Water Heater 1: Electric Storage Water Heater,Capacity:30 gallons w/Heat Trace Tape Installed Proposed Efficiency:0.90 EF,Required Efficiency:0.89 EF • •Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : O 1. Equipment minimum efficiency: Split System: 13.00 SEER D 2. Minimum one temperature control device per zone l] 3. Systems serving more than one zone must be VAV systems C] 4. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Exception(s): LI Systems that prevent reheating,recooling or mixing of heated and cooled supply air LI Seventy five percent of the energy for reheating is from site-recovered or site solar energy sources. ❑ Zones with peak supply air quantities of 300 cfm(142 Us)or less. O 5. VAV fans with static pressure sensors are placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure.If placement results in the sensor being located downstream of major duct splits,multiple sensors are installed in each major branch. Exception(s): ❑ Systems with DDC of individual zone'boxes reporting to the central control panel and reset of static pressure setpoint based on the zone requiring the most pressure. O 6. Systems with DDC of individual zone boxes reporting to the central control panel has static pressure setpoint reset based on the zone requiring the most pressure. Requirements Specific To: Water Heater 1 : Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters ❑ 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.89 EF(211 SL,Btu/h(if>12 kW)) ❑ 2. First 8 ft of outlet piping is insulated ❑ 3. All heat traced or externally heated piping insulated ❑ 4. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 110°F for dwelling units. ❑ 5. Automatic time control of heat tapes and recirculating systems present ❑ 6. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183. ❑ 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup Exception(s): ❑ Continuously operating zones L i 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum L i 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics ❑ 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Exception(s): Li Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. ❑ Fluid not heated or cooled with renewable energy. Li Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). ❑ Runouts<4 ft in length. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Balancing devices provided in accordance with IMC(2006)603.17 ❑ 13.Demand control,ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): Li Systems with heat recovery. ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑i Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): Li Gravity dampers acceptable in buildings<3 stories ❑ 15.Automatic controls for freeze protection systems present ❑ 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Li Heating systems in climates with less than 3600 HDD. Li Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters D Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Li Laboratory fume hood exhaust systems that have either a variable air volume'system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled`to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement • Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMchec Version 3.9. .nd to comply with the mandatory requirements in the Requirements Checklist. $ -► I ham, r Name-Tittll -igna ure f Da e Section 6: Post Construction Compliance Statement HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date • Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mdl Creek\CONSTRUCTION DOCUMENTS\Dock Masters COMcheck Software Version 3.9.2 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction , Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Construction Site: Owner/Agent: Designer/Contractor: 64300'Route 25 MILL CREEK PARTNERS,LLC Nancy Steelman Greenport,NY 11944 Samuels&Steelman Architects 25235 Main Road Cutchogue,NY 11935 631-734-6405 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Dock Masters Office(Office) 340 1 340 Public Bathrooms(Transportation) 325 _ 1 325 Total Allowed Watts= 665 Section 3: Interior Lighting Fixture Schedule , A B C D ,E Fixture ID:Description!Lamp/Wattage Per Lamp/Ballast Lamps! #of Fixture (C X D) Fixture Fixtures Watt. .a'":'rt,� _ .r"- -tw - -,t - - - - - - - __-' ; s,r�' .t�}.';xz r�..»�.�r- ack, tei O,ffic rOff[ce, 49 s .; _ ' - - - EIT _., . a- 5:',�-.�- �'i•.s;',:�� LED 1:LED A Lamp 9W: 1 5 9 45 -;kt.r:.,,�,.,r,?-'rx},j',;,ry„1.. - A.; +.; - - _ - _ ,ir "hF Ei:.�k'>'�t't,•r�itr'x�'�'"�;.';«:2•�' '�'�i P,ubl[c.Bathroolhs; �Tra s';ortation.�325�sq:fit. - - =���� - _ _ _- = ,,��:�� n�, ,=,. -z- „_'(, ,�,.►�,P: �., �.�� ._. . ., t.}�f_:',°<�„ �, .-,. r .� ,,; ,..« }.:%iFki9,q,� ...,. -it - .-„usl.fi"'`�'k�flyw�.,'I,�FCJ, .,�T.� LED 2:LED A Lamp 9W: 1 - 12 9 108 ' Total Proposed Watts= 153 Section 4: Requirements Checklist , Interior Lighting PASSES:Design 77%better than code ,,,,,A:, ^ ., ' Lighting Wattage: LI 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wafts Proposed Watts Complies. 665 153 YES , Controls,Switching, and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Li 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: LI Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. 0 Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN &MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters • ' Independent controls for each space(switch/occupancy sensor). Exceptions: Li Areas designated as security or emergency areas that must be continuously illuminated. • Lighting in stairways or corridors that are elements of the means of egress. • 5. Master switch at entry to hotel/motel guest room. u 6. Individual dwelling units separately metered. • 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: • Only one luminaire in space. LI An occupant-sensing device controls the area. • The area is a corridor,storeroom,restroom,public lobby or sleeping unit. • Areas that use less than 0.6 Watts/sq.ft. • 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: • Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. D 10.Photocell/astronomical time switch on exterior lights. Exceptions: • Lighting intended for 24 hour use. • 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: • Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Vers':n 3.9.2 and fa comply with the mandatory requirements in the Requirements Checklist. A3 Name-Title ignature ," Date Project Title: DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters I F. COMcheck Software Version 3.9.2 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title :DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Construction Site: Owner/Agent: Designer/Contractor: 64300 Route 25 MILL CREEK PARTNERS,LLC Nancy Steelman Greenport,NY 11944 Samuels&Steelman Architects 25235 Main Road Cutchogue,NY 11935 631-734-6405 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 18% Activity Type(s) Floor Area Dock Masters Office(Office) 340 Public Bathrooms(Transportation) 325 Section 3: Requirements Checklist FEnvelope PASSES 1Des gn`S9%o better than code'' wOC WAV i f Vrggt Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 340 30.0 2.0 0.032 0 027 Exterior Wall 1 north:Wood-Framed,16"o.c. 311 19.0 2.2 0.057 0.089 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 13 -- -- 0.280 0.400 0.31,PF 0.14 Window 2:Wood Frame:Double Pane with Low-E,Clear,SHGC 13 -- --- 0.280 0.400 0.31,PF 0.14 Window 3:Wood Frame•Double Pane with Low-E,Clear,SHGC 3 --- --- 0 280 0.400 0.31,PF 0.32 Window 4:Wood Frame:Double Pane with Low-E,Clear,SHGC 6 --- -- 0.280 0.400 0.31,PF 0.11 Door 1:Wood,Swinging 21 --- — 0.280 0.700 Exterior Wall 2 west:Wood-Framed,16"o.c. 365 19 0 2.2 0.057 0.089 Window 5:Wood Frame:Double Pane with Low-E,Clear,SHGC 13 --- --- 0.280 0.400 0.31,PF 0.14 Window 6:Wood Frame:Double Pane with Low-E,Clear,SHGC 13 --- — 0.280 0.400 0.31,PF 0.14 Window 7:Wood Frame:Double Pane with Low-E,Clear,SHGC 3 --- -- 0.280 0.400 0.31,PF 0.32 Door 2:Glass(>50%glazing):Nonmetal Frame,Non-Entrance 67 -- -- 0.280 0.400 Door,SHGC 0.31,PF 0.08 Exterior Wall 3 south:Wood-Framed, 16"o.c. 311 19.0 2 2 0.057 0.089 Project Title'DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters COMcheck Software Version 3.9.2 Exterior Lighting Compliance Certificate I 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Exterior Lighting Zone: 3(Other) Construction Site: Owner/Agent: Designer/Contractor: 64300 Route 25 - MILL CREEK PARTNERS,LLC Nancy Steelman Greenport,NY 11944 Samuels&Steelman Architects 25235 Main Road Cutchogue,NY 11935 631-734-6405 Section 2: Exterior Lighting Area/Surface Power Calculation ' A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts ' /Unit (B x C) Parking area 9 ft2 0.1 Yes 1 81 Total Tradable Watts*= 1 81 Total Allowed Watts= 1 Total Allowed Supplemental Watts**= 750 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 750 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. 4=m4rarr;,fr4'.07'.1,±.ri. ''7,�r,YPVIt,l', ,.,`,a,t, ,;x,,�r 14 �r ,p,, .r,.,,,4_Z;'_ ,- :Alr .i ,1,,,�,�•;i�rqu i, v,7,_ ,r-rill'r�.1, ,+,.,,, ., + !� - `�.;�;rM��ri'h.��':,,n};'-�i== k .:�. 4�i;u�.�y .�.qi%��rit.`F#[,..i(r,��:;ir t ;;r t,_ i4_. t 4?' ;, la t_�_ 's-yi;c� Parkl 'far a/9�f10,:Tr@.01 ,,,ll/,atta e`- fi";.,. s; J.4 - , , 'f� r,,,'t'i�,',14, ,44 e-.-A � ,,,t.: ' '' :I 3 r,. �9,�,;�.�:.\. ,)_ 9 �. -.{,��;1'= rub-- -'� ,.,t'Fr x, ,,� x, I I:�°at.,.'1'+': .� .4{t:� �f, �!'�.'� '°?.'� i r ,+. s' " i�d:i=f fis`r�:-'':r' ,1±r;2�,r'i.�:'t x�'»_ :d.�a'. LED 1:LED A Lamp 9W: 1 9 9 81 Total Tradable Proposed Watts= 81 Section 4: Requirements Checklist Lighting Wattage: , o 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes using supplemental allowance watts. Controls,Switching, and Wiring: o 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. O 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. ❑ 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. D 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters r 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. 0, Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. O Emergency lighting that is automatically off during normal building operation. ▪ Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed extenor lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and - comply with the mandatory requirements in the Requirements Checklist. 1`' Gc f-r`ee-)111-411/ AV7-1 A r�-e6 " 6/ ` .114 / Name-Titl gna ure D to Project Title:DOCKMASTER'S BUILDING at the MILL CREEK INN&MARINA Report date:06/27/13 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Mill Creek\CONSTRUCTION DOCUMENTS\Dock Masters 0 , ._. cm qr p 0 i FINAL MAP rA o REVIEWED D BY ZBA ag POGKMASTER'S ® s OFFIGE SEE ®E ON # 7� DATED Ci)2-4/Y1 641"(714 il ki2A__-t. o`_ uvok. NoteN v pcu1--led .m,b»f5 om n o V r � ry 'yea; r(---7—E ' r ;i .s J d rc• • 1 LIFESEP 1 61, 1 2013 ;�, _________J E(, D[PT TOWN of;OUT:FOLD SECOND FLOOR PLAN SCALE: 1/4" = 1' -0" tiSLi:OT:ITE D ATA REVISIONS: June 28, 2013 , SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC 142,441 SQ.FT. = 3.27 ACRES ''rtr SITE: LAND UNDER .- WATER: 57,885 SQ FT ZONING: tY0/ SURVEYOR: Hands on Surveying 2M6-Sililver Brook Drive , Flanders, New York 11901 , ..--- MAIN ROAD _ UPA 652 room,AREA LICENSE # 050363 < .. DATED 6/22/11 RourE25) , ..------- -- \ ,_I6 BUILDING (STATE PRINCIPLE EHBUILDINGr: _- LANDWARD LIMIT OF oe FRESHWATER WEIL• 95 AS First Floor: 5,656 SQ. FT. (.9 - - _. - — —_ II% .....'4\INTI I 14'..'..-.'..--'-'.. rfriNcV.I R04/12706NTAALNDC 9NRSUFLI ETDING0,N 3,333 SQ. FT. IIIE . i ACCESSORY BUILDING: Z 1.... Zir;:p i)im i s't 5/25/11 First Floor: 330 SQ. FT. CD M 2 i EX1511N6 NiATER ;I I lt \ AREA: 5ERVIOE —i FIRST FLOOR DECKS: 2,390 SQ. FT. .J 1 , RAISED TERRACES : 743 SQ. FT. n 06 1 0 I COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. CO 1 9119 SQ. FT./ 84,556 SQ. FT. = 10.78% CO Z , 4,1tifiam.- I 1.0*-1 sn.ETER 0.1 . i II isslaini 10.7% ACTUAL / 20% MAX. ALLOWABLE Ct .. . Z - 12' \ ` ,...7.,- . .„ .. 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE .. . Lu N.= 1 . -1. OE \ PARKING: Lu " .--- - - = wok LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT COVERAGE : . :'7-1-774-c;' : :_.:.-- : Ilinitilliir zcl LINE FRESHWATER I" F.' ‘00 . EX'S titEl • • , WETLANDS : WIPE ::::„,fRuc. . ,_:, . . co \ FLOOD 4:( will J - - - - • • _ . . . i _.. 44Acy \ c.) _ iii LOCATION MAP -r--, - 11 f \ 1 n 1 I, • • 1 11 1 \\ vtil \ ITE ..._ \P A . 4 Z 0 I i . 0 itot.ctOP'95 < C2. • • • . 0 t I -....-- . a) . sk. \ • G. . . : *•V‘i EMI. 6 4, • I . 0• 1IL \ 431 \\ W• I DRIVE '11 \ I FLOOD ZONE I . . milegolilli LINE t \ \\le •-• II . FRES16VA \\*44, 1 MMI • • . • 1 • 1111.1101111111.11 . 1 SURVEYOR T# 1111.11 •resAINE AT 1.001W°17AT1ONZMEOri 1 illizgliiiiiim . NENNI .• \ 0 § 0 0 POCK MASTERS t V) <• in P- FLOOD FLOOD 1 • BUILDIMS • — v 4 ZONE LINE ZONE X 11161A1 \ , ....1 • limmi • F'ROP* air DOCKMASTERS ° ".1.1.11111111111114P11111 EYA 0 ,... .1.44......... 25. SID FLOOD ZONE AE (EL1) * BUILDINCP CK , 5E113A • .... • . \! 6'SETBACK 11 In WI•• <063 ! ou i'zaj ;1 L re g m ez, 01110111111111. . -VOOKMASTERS 01000111111111 ‘\ \ III 0 BUILDI145 FROM ° E LLI• " = e, OiNni • • 1 MM..= • 19.0017 ZONE LINE . . . 11111111111".11 , \ FRESHWATER WERANDS \ < 0 CO CO 0 g 4:5 i • 0 LANDWARD LIMIT OF m 0 \ FRESHWATER WETLANDS A5 , DELINEATED BY SUFFOLK \ oF NEw Yr, 0.1111111110 . ENVIRONMENTAL CONSULTING, 0 • \ 5/25/11 \ gxisTiNts 1, V. c ..O i MARINA \ o 4', ; 4 -4:0-1779 ; 0 . BOAT . lilliiiIiiii \ . SLIPS ° / 1 0 //eve ' ( 11,-- 1Z ,,./ PROJECT NO: .. / 1110 A , \ ELECTRICAL i OC ,,‘' , *,, '\„; , ::); . - , I ,-,' FP: DRAWN BY: I 1 :' ' Ji i rt,At .. . UT, ES 1 _„-------pi -------- 1 , --- 1 , \ ' ; 1 . J-11 ,. ,..- . - . itrztrT-.CTirOM FIEQUFIED . ... , , ,, ,r.-ryi-1 :, CHECKED BY: --,---------'-- — 111 ./ . ,-. — \ _ , NS __ PLUMBER CERTIFICATION DATE: 1111111 \ r'\ 60 FT DI 1 \ \ ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY , . June 11, 2013 SCALE: ( FLOOD ZONE TURN AROUND____ —---- .... --;11111111 J FLOOD ZONE \ \ SOLDER USED W WATER APPROVED tk,,--, r,:t:) , 1" = 40'-0" i \ FLOOD ZO • \ SUPPLY SYSTEM CANNOT DATEth_Zi.ASHEET TITLE:.B P #i k_s7-3 I EXCEED 2/10 OF 1% LEAD. r=._ 7/7 ci '14 • ' y' \ . BG MEAN HIGH WATER MARK AS OBSERVED NOTIFY UILDINDEPAR-W ON 5/1/06 M5-1t02 t AM TO 4 PM FM ,.. .-141•10544-• .c.-46,04wire-4— I ,''' -1.,0040ft•T-e4,- Pt UMB NG FOLLOWING INSPECTIONS •-1."1414; • •At _ - PI I..PLUMBING WASTE 1 FOUNDATION-TWO REQUIRED SITE PLAN ,..- &WATER LINES NEED FOR POURED CONCRETE "'' ---------vj'P'-------------------:::- TEST i',,r5 5 El T E-04.144:41- 1 0 L A m 1rA°FApo'9 'tEit:3E0D, F F, 0 pnI \--t.G11.-0IIY1Ft.Iiv_0iif:VsrE: i:74G\-ph;ttr6.ri:\i:ElVcC:1:Nr:i''L'T,iPr:'i7: i FIRE NsPFr:I191 ; tI;I;2(?G1L_) r-64c(42u:C':cILR1 tI 14A REoc SHEET NO OPE:::: SOTHOD AY 4 V ULBoop:IoN RETAIN STORM WATER RUNOFF SCALE: 1 " = 40'-0" NIE V't NBUILDI G PERMIT CONSTRUCTION SET wimils..immill I I/2" WATER II 1 I REVISIONS: —rSERVICE, PROVIDE ELECTRIC AND 1 / I June 28 2013 RPZ VALVE ASe,--- r-'---UTILITY LINES \ SHOWN ON SITE I I ENGINEERING I SANITARY DRAWINGS FORGE i / GUARD RAIL TYPICAL I MAIN _ ., N._ I / 1 TOP OF BANK I ' 10' MIN I<• WROSUND , , // / / CONNECT DOWN SPOUTS FROM �' PARKING SPACE I / BUILDING TO DRYWELLS WITH 1 1 ' 1 'III 1 I // DRAINAGE PIPE TYPICAL FLOOD ZONE LINE , / I 111111111111111111111111111111 I I _ 1E/ONE SERIES DHI52 EJECTOR UNIT I i -G (TO BF' INSTALLED IN ACCORDANCE WITH THE I ( I MANUFACTURES SPECIFICATIONS) WICC . I 1 I INY/IN 325 - 4 " I I PARKING SPADE i \ INX/ OUT 4.5 - i I/4 I 1 —/ /' - � ' ' / W c) /' ! Ib'-6" VIF / / CLEANOUT 25' Z I I " � i i - i�/ Z I I / SIDE YARD SETBACK ' z < 1 0 / I • it 11 � i // 0 o ■ , i J • EXISTING MARINA BASINTi 1 I .. m I I I w Z I I I I � I r-r-T z : Et W w W illiiiimi GANTI RED DECK . ' "31- i LIVE I ':Gi?1 'T $ I QI— LU ABOVE I 1 > , •:ON:•tee• : Q I • I I I :: :2' z UJ 1 <1 i - oIX 0 I X 1 cv x EH 0 I 0 BANK 1 `� 0 1 I IL " I GRAVEL DRI V WAY 0III 1 8 SETBACK I i. -DOGKMASTEfis BUILDING Cf) I �i FROM FLOOD ZONE LINECI 1 x1 zI 1 '-4" VARIES VIF W NEW LOW SILL 1 a 0 BULKHEAD DOCKS I r �I 1 Q 0. 1 1 • 2 4 6 ,� GONG SLAB L C FLO • 1:111111imai I >` .� IIII c5 NG WAY RAMP TO ■�OG r11111 \ — 1 !lI \II U1A 3. •Lim :^ DoG�KING X17 •-� a. ...D — e 2X8 OG 2 N N CONNECT DOWN SPOUTS FROM BUILDING TO DRYYELLS WITH ! Ill I BANK DRAINAGE PIPE TYPICAL B ; i I TOP OF SANK , GUARD RAIL TYPICAL N UNDERGROUND Z X �DRYWELLS 2 u i FLOOD ZONE AE(8) FLOOD ZONE "X" / \ o __ I � � � to Q• IIMMIN I FLOOD ZONE LINE PARKING SPACE / E1 -1 flt I / 1 1 � � ° e 1 � LL J• w Z 3 x PARTIAL ENLARGED SITE PLAN 1 \ - -' = aeig i2. LL SCALE: 114" = 1' " \ / g • Q " = a M/ U 0 \ , '/ : wi-.• u F.... 0 III 1H III III 111 111 1\1 1 I I - In n n n I IL JI IL JI I_ JI 1 ,� -OF NEwy g�cG:�.ST�cF"O�,f' I Ir -ll IA �I 1 1 i - ii 9,_ �R,p A4'61''':1:0z- TOP G�a� L__ MMMMMC Z<` 0/01j953-'• ' �,0 PROJECT NO: TOP OF PILING 11_61111 U 1110 DOGKMASTERg BUILDING - - ELEV +I0.o � DRAWN BY: UT TOP OF PILING ELEV +10.0 GANGWAY RAMP AT S , HIGH TIDE W 'TREATED ... ELEV +8.2 FINISH FIRST FLOOR CHECKED BY: GONG SLAB AT DOGKMASTERS NS Z Z Z z 4\ . ---, i BUILDING QQ Q a � � - -- -- -- --- - -- � ,- I DATE: :SANK: June 11, 2013 -- .-. . V SCALE: :PRO•M ••Nvi'�I'•:IN:i'GNI TOP OF FLOATING TOP OF FLOATINGS 1/4"7i = 1' - 0" .•.•.• • • • •:•BANK••.•. : SIU:BUk:KHEAt1•:•' DOCK AT HIGH TIDE DOCK AT HIGH TIDE II- .- 691446 TAY : -0 14-:PILIN.r$:FOR- STRUCTURES SHEET TITLE: :TOP:OF.••-bW-s11-L: b :6ANGYXAY-RAMP:TID i 1 .. ,SMP— TOP OF FLOATING TOP OF FLOATING -:BULKHEAD'AT:••• 2 . . . . . . . . . . . . . . • • • ............ . . . . . . . . . . . .' T: ' ' ' ' ' : : : ' ' ' DOCK AT LOW TIDE DOCK AT LOW TIDE - - I bxb TREATED WD : ANGWAY•R,�k;Mf'••:•: :'C ?-o L:o -: PLANTINGS I POST AT EACH J STRINGER AND 8' OC. .-: :SIL•L•BUL•KHEAD: BOLTED TO DECKING PARTIAL �` ` ' -i4 00 ELEVOI ,+0.15 GH WATER $ STRUCTURE SITE PLAN 6ANGINAY RAMP %7�iwR Ttc74 '.y96iz.—w e`K-711or=:fo r:A...;.'�w%/////1�//✓/i i ' //A/ 1// -1 AT LON TIDE ', r>.J �›.J . cl LEVEL MEAN LOW CII •4W _ �1 ;.-2 b w�.i i 6�e..'f�/. ii fl,� il1 r m-z?vJ s,,:•:i :�a� ///////�3/i� �� ii //AV/ ///////////////////////////////////////////////////////`// !��/�/��/�//� I I I I I -Amy • SHEET NO: I 1 EXISTING MARINA BIASIN I I I NAL•' BANK PARKING 'SPACE / DRIVEWAY IIDOCK PROVIDE NOTCH IN LOW SILL B ELI. VATION O 0...0AtING GANGWAY EXISTING MARINA BASIN BULKHEAD BETWEEN PILINGS FOR GANGWAY RAMP TIDAL SCAI�E:11/4" = 1' -0" ► , ► NEW BOTTOM OF BOAT MOVEMENT SECTION THRU GANGWAY AT BANK BUILDING PERMIT I BASIN . 2 SCALE: 1/4" = 1' -o" CONSTRUCTION SET REVISIONS: June 28, 2013 B 5 B \ A 5 5 , 16'-6" VIF RIDGE VENT TYPICAL / 8'-3" VIF / 4" TOP OF RIDGE (FINISHED) \ CXW145 " CXW145 / CLEAR i O ROOFING: riot rr�. ,rte I•• %///,/" :%i %/�, \� '. ROOF SHINGLES ON 50# � (3)2x10 JR WINDOWS LANDING BUILDING PAPER ON 5/4" 0 _ "G�. (5)2x10 OVER GI ZGJLAR WINDOW P _Q PLYWD SHEATHING ON �� 4'-2" � / 2x106I6" RR DN • _i J CD 0 IX 1x4 ON 1x8 FASCIA YV/ �� 2x10 RR ®Ib" OG - AEI C1R20 �:�—��.,. dii ............. _ ♦ ��p / v Z Z MOULDING BELOW TYP\ ..2.1 �i �+� \ \ pOGKMASTEt�'S TOP OF PLATE O 2ND FLOOR ti x N _ 0 � O _ PREFAB RAILING SEE �� �� - �- p MOD FLRTi\ J ADDITIONAL DRAWINGS �� N OUTDOOR o ♦ / o ',4 CEDAR SHINGLES, w/6" r I'-5" Ix DECKINGk%)%o < 'LB.. DALCONY pOH 0.� / i 1 sIO CCi CXW1'5 CY,WI�5 EXPOSED TO WEATHER, ON 15* ry CXW1 5 CYW1 5 _ a Dif /o 'COL 2Z 4 • BLDG. PAPER ON 5/8" THK. m a / n PLYWD. SHEATHING ? • - _ c_v o O _(5)II-1/8" LVL — \sf,z____i_-r.tO IX Z 1 4" FLAREX V STRUCTURAL RIDG 1- ry W WN m �� - — — — — — - TOP OF SURFER ® 2nd FLR * ry CANTILEVERED d � �0 / ♦ z TOP OF PLATE 49 1ST FLR PREFAB DECK r O �+ I " U)_ _ 1x8 FASCIA WITH MOULDING _ 4" STRUCTUREBOLTEDm ry �'� " F"' CANTILEVERED PREFAB - 4" BELOW L - INTO FLOOR N / o Q UjUj DECK STRUCTURE - � The Mill Creek --�- STRUCTURE OF SECOND - m ` . 3Y2" ---- � ABOVE BOLTED INTO — _ ca1:5 cw1.5 FLOOR DECK AND ', �Qre FLOOR STRUCTURE OF - 5/4x4 WINDOW AND DOOR Marina ��- - WALL POST IN SECOND - TRIM TYP SECOND FLOOR DECK -- ---- = : — VENDN6 OR - FLOORAs MING / / 2xI0.116P" RR/ I ♦ .0 v0 0 C� CUSTOM 4" THK - t5PCR13AGE AREA q,-5" A r + ORNAMENTAL BRAG! - / FOR DECK STRUCTURE - - - _ (5) bb Ov - ,r•� • - " NOON- - _ ill - ABOVE PROVIDE - 6x8 — # 512 WY (3)2x10 O R WINDOWS r 36x80 36x80 �i' /O; ,��0"/ri- ._ _ ;O/ <.,///./,. ./�; � ? � ATTCHMENT TO SOLID EXTEIORGRADE r —r TOP OF GONG SLAB o FIRST FLR \ r cSRADE` CXW145 CXW145 W STRIIC -L 'TYPICAL 4,, NOTA: z E -0 lisi alio SIGN: (2)5/4" THK 8'-5" VIF IN f (2)2x8 M WINDOWS AND SLIDING DOORS BY SIGNBOARD HEADER Q "ANDERSEN: A SERIES, COASTAL .. --E1 STORM WATCH" O SOUTH ELEVATION OUTDOOR SWING DOORS BY EAST ELEV FLOOR "SIMPSON DOOR COMPANY IMPACT imi- SCALE: 1/4" = 1' -0" � SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" TESTED AND DP TESTED DOORS" B 5 I I/2" WATER UNDERGROUND UNDER&ROUND )1 SERVICE ELECTRIC AND / 1-'-6" VIF ' / UTILITY LINES 5y2,, 3y2" B A 5 5 �— a'-O" VIF 6'-4" 2 08 Z• RIDGE VENT TYPICALz-- ELECTRIC P • NEL UNDERGROUND RIDGE < o/ 3-3 I o MAIN a • Y n TOP OF RIDGE (FINISHED) likI 0 -j 2• 01 o 0 CW125 m W -I• wzx - ROOFING: � ��.:: /a�a. yii,,,./m ar _ • ut a z us u. x (2)2x10 2)2x10 "'� co W ROOF SHINGLES ON 3 re R a N c� '� BUILDING PAPER NN 5/4 " � ��r� HGOMINER WASH HALL I ry W' " , Z7'v y ' El PLYWD SHEATHING ON �CIR20 NIIIIIMI - 1 ILI ., 1X el C ' �2� O FLR W/ LE 3 Q ~ U to TOP OF PLATE ® 2ND FLOOR \ _ / m DRAIN DRY - co co• TI FLR ! m I — --'( CEDAR SHINGLES, w/6" EXPOSED ® - CANTILEVERED 8Vir\I MEC.H 1x4 ON 1x8 FASCIA W/ TO WEATHER ON 15* BLDG. PAPER IN�D)1 X61)-4 - I'-3" PREFAB SCK Lr, I FLR I _ _ STRUCTURE ABOVE0 MOULDING BELOW TYP _ ' ON 5/8" THK. PLYWD. SHEATHING °� _ BOLTED INTO FLOOR - I • - CXW145 CXW1 5 - 7 I'-3" - - , . — STRUCTURE OF SECOND i y in 56x80 A il �i _I 1L JI I(_ JI JL - FLOOR DECK " X / 2x10®I6" FJ /1-i HANDRAILS _ ���F ��W yo,�t- - - - - - = :1 5 .G. TOILET / BOTH SIDES O �,v- y,.ST�F� /rsn 4" FLARE j y2 ROOM OF STAIR ry �' i'jp_ _ 1 O 1 IEE FLR I 11 TYPcr .� 2ry 2 r?�r a, k.'- _ - i TOP OF SURFER ® 2nd FLR �`I — — - -1 - 1- -n n - BRACE FOR DECK 1 OUTDOOR c� mharouiiimmr l , - " �" HSL III SII TOP OF PLATE 0 I ST FLR ► STRUCTURE ABOVE i BALCONY 1� II ll _, --r_ PROVIDE ATTGHMENTyM TILE FLR . I as� �; I •� •1 0411 _ ` _ _ - - ` 4 TO SOLID STRUCTURE �� I I WALL ABOVE :low:T:1797.�G��Ft� ' Ix8 FASCIA W/ - - IN EXTERIOR WALL 36x80 � Q DC CLEAR R MOULDING BELOW - CANTILEVERED PREFAB _ - TYPICAL H.G. TOILET FLR - r HEADROOM AT ; 'CW125p S ,T( - ROOM DRAIN - STAIR b'-8" II ri _ CUSTOM 4" THKNTO CUSTOM a' TNK TILE FLR5' "gyp PROJET` NO: 5/4x4 WINDOW AND ORNAMENTAL BRACE FOR F�e� �BOLTED I - CXW1/5 CXW145 O NAMENTAI- BRACE FOR - x10®I6 FJcol , DOOR TRIM TYP - DECK STRUCTURE ABOVE - - DECK STRUCTURE ABOVE kv- ,������ / NX I N 1110 TURE OF SECOND FLOOR DECK r — i�fab]1►r I'e?3 TILE _ v NS PROVIDE ATTCHMENT TO - I PROVIDE ATTCHMENT TO A k ,=.,`. i 3 DRAWN BY: '� SOLID STRUCTURE IN SOLID STRUCTURE IN Mi, w L — Ja�.��J' A I FLR �' � CHECKED BY: `- 36• iiill EXTERIOR WALL TYPICAL _ EXTERIOR WALL TYPICAL 4 CO SLAB _ TOP OF GONG SLAB o FIRST FLR -1 GRADE UT GRADE 1- — � " ;72) oX " ::EAM 5�/2" � 5S/2 " � DATE: *Ali r7.1 m m June 11, 2013 WINDOWS AND SLIDING DOORS BY NOTE: SCALE: "ANDERSEN: A SERIES, COASTAL 4'-O" VIF 18-2,1 " 5'-6" (2)2x8 MIN 1/4" = 1' - 0" STORM WATCH" CLEAR HEADER SHEET TITLE: OUTDOOR SWING DOORS BY "SIMPSON DOOR COMPANY, IMPACT 11 0 ! ELEN/ l "HON ELEVATION TESTED AND DP TESTED DOORS" • 0 ,- PLANS &± SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" ELEVATIONS SHEET NO: BUILDING PERMIT 3 CONSTRUCTION SET REVISIONS: GONG FOOTING, WITH June 28, 2013 NO FOUNDATION HALL B 2x6 FRAME EXTERIOR WALL 2x6 FRAME EXTERIOR WALL « « 6" THK. GONG. SLAB REINFORCED 5/8" x 12" ANCHOR 5/8 x 12 �rNGHOR « BOLTS 0 32 OG w/ BOLTS 0 32 OG w/ Y4/ *4 012 OG. EACH WAY 0 CO yr* 0 4 3xSx3/I6"'METAL (2)- *4 REBAR CONTINUOUS 3x3x3/Ib" METAL WASHER COUNTERSUNK, lit' WASHER COUNTERSUNK, I (2)- 4 REBAR GONTINJOU'' 12" FROM EACH CORNER TILE FLOORING 12" FROM EACH CORNER il / 6' THK. GONG. SLAB TILE FLOORING, I I TOP OF GONG CURB REINFORCED W/ *4 REBAR TOP OF GONG CURB - b" THK. CONG. SLAB 4'-6" VI 7' 6" VIF I 5' • 012" OG. EACH WAY 5 1/2" • I REINFORCED W1 W*4AY REBAR Zto 5 I/2 012" OG. EACH TOP OF GONG SLAB i TOP OF GONG SLAB _ I _ I I 10" DIA. PILE W/ 15 TON L �_p/�� CAPACITY TYPICAL Q VIV S1/E N N N N N N N N N GRADE i 1- A N N N N N N N N N - �- _. r T � - - _ - - zizi I• toy.�. . . . .� . ...... ♦...rte ♦......•...... ••••• ...•...• , 1 I .!'" 2" THK RIGID ;:�'� *4 REBAR AT 12' - CD �' INSULATION TYP • • . • 0/C. 1- I ' z • • ' 8' THK GONG FDN .• I I (5)-#5 RI:MARin TYPICAL FOUNDATON aik *4 REBAR AT 12" 0/C. Wpl„L�� � 1 K *4 REBAR (4) *4 REBAR CONTINUOUS '•' (4) *4 REBAR 1 - I - I SEE DETAIL SECTION Q CI �; • REVISIONS: June 28, 2013 <IC r. Z 0 0 W w Z z J p CO lig Z W W ~CO � < F— W EaW , O V ROOFING: A B ,� 10 ROOF SHINGLES ON 30# 5 5 BUILDING PAPER ON 5/4" W PLYWD SHEATHING ON p • 2x10 RR 016" OC RIDGE VENT TYPICAL RIDGE VENT TYPICAL Q I'-3" 1'_3" g 1 , f ., L OP OF RIDGE (FINISHED) , TOP OF RIDGE (FINISHED) N 0 ,` T (F ) 4100- 444t.b.i,d". Ar 0 • II Al it • lir i 4.....1 Ilia-�11VP• !%►,• ROOFING:SHINGLES j i.., R-50 / \ k' +/- 7 I2 , ` 111, ! ON 504* �,I' * BUILDINGROOF PER ON 3/4" I I¢ !� BATT �' verify I , ,,/• '0- PLYWD SHEATHING ON INSUL 1 / 2x10 RR ®Ib" OG CO __- \ , , 111►!' (410) II j j, I'-s,� i \\ 'i -1/�7 DOGKMASTE" 5 m 14 !!��j TOP OF PLATE e 2 nd FLR IIS' ' 4. i '!/} TOP OF PLATE 0 2nd FLOOR • I � -_ �_ �,: wl�� j R-50 BATT IV) Q• a I I , INSULATIONIli `� ANDERSEN EGRESS DOGKVASTER'S ►: - ° w1NDows OFF GEill ► % SOFFIT WITH DONT PENT 4 SCREEN W J• � Z W '� ANDERSEN EGRESS CUSTOM RAILING SEE DETAIL W• w WINDOWS ►. jjj ►� Ixb W/ GROWN MOULDING TYP o N ►� �4, N W• a w 341:11: I Q I-• en c0i 5/4" WOOD LOW WALL I � :� N . �� in CAP �� ►: WD FLR ON 5/4" THK PLYWD FLARE SHINGLE SIDING X n % % m � SUBFLR ON 2x10 ® Ib" �� tV ►� ►� ► . N TOP OF SUBFLOOR a .2nd FLOOR _ _ MI.! TOP OF SUBFLOOR — _ `� TOP 1 m:v y . ..�.� , . �nh .N.� - - - - -��_. - - - - - _ - - - - - - - - - - - - - . ...::,: . .:. , �, .__, -_��} • . - _ OF 5UBFLOOR a 2nd FLOOR TOP OF PLATE a 1st FLR lit . iiii4174 ����������G����������� •�����������IIJail TOP OF DWAING ♦♦♦♦'♦♦♦♦♦ I, A A A AV ♦♦,�♦�♦�♦♦♦♦♦♦♦♦�•�'♦'♦♦�♦♦♦♦Tit A. .l.iilig TOP OF PLATE 0 let FLR IMIWilt. I R-50 . ►• �� pF NEtti' )'''''‘1.-r‘\,'' STAIR • H.G. : H.G. BATTP. _ 4 �.�_ Ixb FASCIA WITH MOULDING CANTILEVERED PREFAB �� BATT � H LL ; �'� �.STFF '�� •�i INSUL . R-30 ME . G <,� � L-- _ � BELOW .� ►� I �� SHOWER TOILET Q : �� DECK STRUCTURE ABOVE INSUL GED R SHINGLE `� ►i -- / 2 H.G. ��■� 411 . " � . �' a ►� ROOM ROOM • BOLTED INTO FLOOR .• �• -. ' & ,. �.� ALL FIRST FLOOR INTERIOR ►. � -4 w ° ► �� 5 WIDE 4 HIGH BEAM STRUCTURE OF SECOND �� RISERS 11 :,x., WALL - TOILET ►! L-- �. FLOOR DECK �. � - ► .�. ►: *m ROOM :� ►' Z? I I"��TREDS i WOOD, VERSATEX OR TILE ►� .; L-- ..- ► . :• 7 a i \.P 1 G )1H41 HALL i r �� RI BERS �I. I Fc o17s53 v is) W/ CONG BACKER BD - "NO ►� .; N- , ► . ► — ` ► [--- - — ►� ►� ►� ►� MAX �. ZO i S�� � � GYP BO PRODUCTS" • , ►i � CUSTOM 4" THK •►� �� OUTDOOR �� 1 � l D A ►� J w Q 01- ► M_ E ORNAMENTAL BRACE FOR ►� TILE FLR ON ►� VEN'I NG OR ►� � -/ ►� `_ QC ► ► ► ►� PROVIDE b" HIGH x 5 I/2" WIDE U / 2 ►� TILE FLR ON pr. ►�- 3, DECKING ON TREATED WOOD DECK STRUCTURE ABOVE �� 6" THK REINF �� ►= TILE FLR O �� W �TE CURB AROUND • b" THK REINF _ :; -- i� 2x8 STRUCTURE ®Ib"OG ►� �— ' G •►i - ►� EXTERIOR BUILDING PERIMETER PROJECT NO: �� — y . !� � v .� PROVIDE ATTCHMENT TO . GONG SLAB ►' ! i GONG SLAB 1- n3 a --- ► . . COGS • _ . TYPICAL 1110 �� ►� SOLID STRUCTURE IN �•i — �� •�� �. ►i * a :,.1 , ,�_-- EXTERIOR WALL TYPICAL : ► '� _/ zo UT ► _ ► . • . DRAWN BY: TOP OF GONG CURB imakm,.. \ :4 04 • 4 :4Y GRADE TOP OF GONG SLAB let FLOOR �� - �: ' �_ GRADE «- TOP OF GONG CURB �� �. CHECKED BY: mid.'=.} ,:r'- ice .i _ �:rn- • -.1}.,--i:..:i:' :2-%+ •�12'a �. -.1.1.-;.:_:;. ` _ . 7 TOP OF GONG SLAB 0 let FLOOR NS .4r:s.. ;�s-» :..,ti.ir i .ss. ti. • ay.R+• * 71 • • • tte / -, ion/.,..,•0 4. NO: 4 MD BUILDING SECTIONA ix6 A/ C1NG SECTIONBUILDING PERMIT 5 SCALE: 3/8" = 1' -O" SCALE: 3/8" = 1' -0" CONSTRUCTION SET DATE: June 28, 2013 THRESHOLD HEIGHT 1/2" MAX 4" 6" i I I I i I I i44 I I TLE l�W GON4 mom L %Ao.d.LCKL25Ru4F3D ALL TIL VV GONG VERSATEX BE 11 'r I 1 - e TILL BACKER B7 ALL $ H.' .TS R s1�►��� �l i GO YVALL SURFACES ���� MEH. RM BAG R SU 5 TILE W/ G•NG BA �l!1,,,, _ TILE Ill/ CONC BD ALL L BD 4 VE- ATEX BE • , / BACKER BD ALL I INA I / �6" / / 6�I BAG ER BD ALL BD WAL SJRFAGES ®■' M 1:_- - m� �► K WALL t CEILING ! 12" 42" SURFACiES WALL SURFACES 0 . NNE& At... ___ •1- SURFACES ir I _ GONG 5 „, ....... / BD r 3 . ,. �I�� - tc:' 8 PAPER a WIPP " y,� `, _ G1 I r mwmmour.4 I Z 6i \ / DISPENSER x J ,Luo [ " Hø4Ui ' m .', mnine - — ` '`� 56" L METAL - 4 -O" �/I� ----- )1 Cf) tf) 11:1 Z ! _ 2' je I'-6" iGRAB BAR \ I G \ ix ,j r METAL I S" Iy WLLI _ ` _ _ 4GRAB BAR /f Li i I" BD ALS. GEILIN 0EASTELEVATION ØWESTELEVATION ELEVATION SOUTH ELEVATION F.■ SURFACES (3NORTH 4 < I— Ill < 2 < ft H.G. •ILET 0 OM D ^ TIL - ,.. V \ BAG RBD ALL 0 N 2©� WAI . SURFACES A /-fiILE FLS , 0 -ALL U X 5 3 nmell : ATEX BEAD ' a 36" L METAL I I "I "I W �_ GRAB BAR BD L NALL _ 2 16 zM "�EILIN6 _� a�o / " O - AGES1- vT)\11- (01111 42 L METAL Q LIIQ.SLE FLR / \ GRAB BAR SHOWER ai_ `�� AREA VERSATEX H.G. TOILET TILL IN/1 GONG AT BEAD BEAD BD 6 I \ yiALL 1 TIL�� R VERSA =EAD BAG BD S RFNAG TLE S1-O 5l,R=AGE 1 BD ALL EI INC WALLFA.. � • GE- 0 \ 423BAc. R 5 1MIL s AIR 6" / 48" "1-4.0 ES 0 :: I=An B7 VERS • TEX BEAD I I) TILE SH R °a Z• BDG LLWALt - = TILE NI CONIC = 1- VENDING OR TILE YV NG BAGKE� 57 ' a' "' GARBAGE AREA 5U- AGES THRESHOLD cn BACKER B ALL SURF G J CO TILE IN/ GONG ,-1 Y GONG SLAB -IL; FLR HEIGHT (n WALL SURFACE-5 cO m BACKER D ALL N o 0 VERSATEX BEAD BD ALL _ I/2" MAX m CO W J• W Z lyj i 1 ) CEILING SURFACES �� I Mil l = a z � W• v ui THRESHOLD7 THRESHOLDT aN � HEIGHT HEIGHT g W• N I/2" MAX 1/2" MAX Q I-• 5 EAST ELEVATION 6 WEST ELEVATION0 NORTH ELEVATION 8 SOUTH ELEVATION �• �a�NEw a-o� , c,-„, ,,,,. ' lE' FRIST FLOOR PLAN '* —1A4%i\ SCALE: 1/2' = 1'-O" J Srer � WD BD ND BEAD BD v WALL 4 ALL WALL PROJECTNO: ILING CEILING 1110 :�, AaES NN SURF-AGES DRAWN BY: KS __ _ CHECKED BY:• \ - DATE: _ _ June 11, 2013 \ = \ SCALE: \ SHEET TITLE: T ) • r INTERIOR CAP4" w /o D ELEVATIONS HD BE BD / J AL_ L 4 (.1) CE LIN / 1 F aLR'F,4GE5 / SHEET NO: • / \ 1 Q EAST ELEVATION WEST ELEVATION BUILDING PERMIT 5 CONSTRUCTION SET REVISIONS: June 28, 2013 ELECTRICAL LEGEND 4 DUPLEX RECEPTACLE OUTLET III 220V RECEPTACLE OUTLET 4.1* WATER PROOF RECEPTACLE OUTLET 0"" GROUND FAULT INTERRUPTOR OUTLET EC HIGH HAT FIXTURE + SURFACE MOUNTED CEILING FIXTURE I-EV SURFACE MOUNTED WALL FIXTURE SWITCH El TELEPHONE 0 TELEVISION � 0 S/P SMOKE DETECTOR mom or— EXHAUST FAN CM CARBON MONOXIDE 0 Co TH THERMOSTAT Z d . Z ELECTRIC PANEL EXIT EXIT SIGN Q AA J MEM EMER6ENGY LIGHTING • 1 -- m• O • 0 Z I I 1 L . Ee „ , Z H.G. SHOWER 5'. / EXIT \ I 9- .;— W = ROOM / TIMER 0 0 55 0 1. WASH I \ \ Q I Ill h X/� 6FI \ �' 1\ r -I Q uj •► -- V 220 J 1 \ / �——'o 11.1 \ / DRY \ \/ DOCKMASTER'S / C g 0 — — — 6FI / /'/ GM �� I \ OFFICE // / O / 5�D 6FI . \_ ^ I \ // / NENI E 5 05 \ Q \ TH 7-57------FL __i' \ / / I Z -0 ANNIMIEST Cl / { I 0 mom — MECH. RM — /' i \ i / I 11111 g - "''J r / r�-1 I `f'\ I \ // / L I I ITJ \ I \ / / ,,�\ / II- I I \ DECK 1 / \ / I / yl, 1 I \ I / \ C I\ �/ 0 11 I \ v /I S/D 1 1 ` ,_ . ' H.G. TOILET / I - ,,,. I -C \ 5 CJ- ROOM // / \ / \ 1 / \ / \\ OGFI TO 2nd FLR �' I / \ rff `�,�� :; 0LIGHT 1=IXTURES \ I o� z• pin GM AND SWITCHES \\ 1 / \ �-{ / st FLR / 5/D \\ 1 / \ TO LIG 11= XTURES CD Q• Y a / / hX/d \ ; / \TV, AND SWITCH - • 0 o j / r � I \\ \ / Tit / w �• WZz5. C I LJ I \ / IL• ( ! Wo 1 i I I \\ _-- / 1 \ Q N N / W• N 2 M V � L \\ I / UP / _ I / _ J�\�� Q H• / WI' \� , , ''H.G. TOILET 6FI \ co co• L� rj t ROOM 0 / / / E-Ek \ \ r�1 / Fi L�PSJ / / \ .`_ _ ^ 06FI 06FI I / / EXIT 7-'1..--L -L l-vEXIT // 6FIO ASyOFNSETo w YO� 2/ O I O - � \ �/ 0/AFT- // VENDING OR , __ ,--+-- � U Ikz� , � O„ _�' GARBAGE AREA —17 rt;ig")-., O 'A� 017'95 � � ii 04, cis RE4, NOTE: OUTLETS ON I`I R5TLOOR PLAN / PROJECT T NO:1110 TO BE MOUNTED AT 5' ABOVE F.F DRAWN BY: NS CHECKED BY: KS, UT DATE: } v June 11, 2013 FRIST FLOOR : T L A SCALE: .. _ . .. 1/2 - 1 - 0 SCALE: 1/2' = 1'-0” SCALE: 1/2' = 1'-0" SHEET TITLE: ELECTRICAL PLANS SHEET NO: i:AJOL:NING PEf-'1filIT REVISIONS: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS TE5I55-011/NEST MONTAUK HIGH/NAY, HAMPTON BAYS, NY 11'146FOR WALL OPENING PROTECTION OF 120 MPH S-SEGOND WIND GUSTS STRUCTURAL REV I W BY STEVE MARESGA, ' PHONE 65 I 125 X 480 ( MAXIMUM MEAN ROOF HEIGHT: SS') SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS ,4 USE/OCCUPANCY .yam CLASSIFICATION DESIGN CRITERIA: - ICE SHIELD UNDERLAYMENT PRIMARY OCCUPANCY: WINERY SHUTTER ASSEMBLY \ REQUIRED - 24" FROM EDGE ( A-2 PUBLIC ASSEMBLY) DESIGN IN ACCORDANCE WITH N.T.S. PREFABRICATED TRUSC.C. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN e 24' OC OR 2X12 R.R. a I6"OG NY STATE BUILDING CODE < i•• 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT (OVERLAP AROUND OPENINGS 4") ) 1 O ALTERNATE POSITION OF 35'-O" MAXIMUM �- (OV ASSEMBLY: ---; N, HURRICANESIMP. NNH5 USE GROUND SNOW LOAD - 20 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ASSEMBLY - 100 PSF. L.L. 4s10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL ,. WIND SPEED - 120 MPH WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE An z Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM r TI `` FIRE AREA SEISMIC DESIGN CATEGORY - B RAFTER TO 511UD. - #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) TYPICAL ALL RAFTERS I 1 A-2 PUBLIC ASSMEBLY - 525 SF WEATHERING - SEVERE MACHINE BOLT 12" O.G. COORDINA NAILS W/EACH 1i BUILDING AREA: 665 SF FROST LINE DEPTH - 56" J CLIPS FOR TRUSSES TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS a 4' O.G. AT DECAY - SLIGHT M 05 CCI EXTERIOR EDGE OF ALL ICE SHIELD UINDERLAYMENT REQUIRED - YES CO •�` TYPE OF CONSTRUCTIONEe Z CONVENTIONAL LIGHT FRAME WOOD W W immm I II CONSTRUCTION I- m co 1. MULTIPLE SECTION ASSEMBLY: < I' W ���� 1/4" THICK BOLTS a 2' OC GENERAL NOTES ce ° I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 0 0 i ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCEO BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q Ix CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED INNJ c, . , 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY IIMMI ..."Aa' PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3500 PSI CONSERVATION CODE. W TO OVER LAP BOX ►� BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 2 4 ►� LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Z O °%� Ic./ °/ CL 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q SHUTTER ASSEMBLYOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. 2 x 6 elb" O.C.o.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL III g I STUDS i> PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE >r0.. N.T.S. COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN o' , v" _ _ 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 5/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. Emu ° 1/2" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. INSURANCE CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWER.NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS a 24" OC d/ "/ AROUND SILL PLATE 4 _ Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 11. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: SIMP50N MST21 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR H I I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP e48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12" O.G. / 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ - NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT #10x3 (wW / ASHERS) GALVANIZED OR STAINLESS STEEL •� NAILS a 4• O.C. RELATIVE DENSITY. 21. SMOKE DETECTORS AS REQUIRED BY WOOD SCREW 16" O.G. `' '� NEW YORK STATE BUILDING CODE. Stix 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE co Z• ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - *5 REBAR :V:.:1`:A 2 x 6 SILL PLATE t.= ;' ,;.,0 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 1.0 FT AND OVER 22. OVERHEAD DOORS TO BE RATED FOR 120 MPH. WIND LOAD #I0 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) ,.- S MACHINE BOLT a 12" O.G. -s3• BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 25. ALL INTERIOR FINISHES TO COMPLY WITH a' SEE FOUNDATION DWG. ;.,,,...'. " " " MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. NY STATE BUILIDNG CODE J E• o r- FOR DESIGN. ': 5/8 x 12 AB. 045 OG. a o .:-.Aft-. vii FENDER R 8. PROVIDE FIRESTOPPING AT ALL LEVEL a o WINDOWS - GLAZED OPENING °A'"'" PENETRATIONS W W Z W x _ a Z if. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 1. PROVIDE FLASHING AT ALL ROOF BREAKS, W• a N F o IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS W• N rS ASTM E 1116 AND OF ASTM 18AND DECKS ETC.. 56. o CONTRACTOR MAY USE WOOD' STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. + to. DO NOT SCALE DRAWINGS. Q ~• U PANELS TO BE PRECUT TO FIT' OVER WINDOWS WITH HOLD DOWNSHEAR CONNECTIONcn N. HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH ii. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2304.q.6 FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. S`oF NEW yob NAILING SCHEDULE FRAMING NOTES -t: z '( _ '- }z' SIZED FOR COMMON NAILS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" o77sr� o BETTERS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.C. EXTERIOR EDGES AND 6 d a 12" o.C. , f�j �`'%o,_� tsEti p, D. i _ 0 JOIST TO SILL OR GIRDER 3-8d (TOENAIL) INTERMEDIATE. vf �`ivia �� h BRIDGING TO JOIST 2-5d (TOENAIL TO EACH END) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING • PROJECT NO: SOLE PLATE TO JOIST OR GIRDER TOP PLATE TO STUD I6d ® I6" OG (PAGE NAIL) MIN. THICKNESS OR AS NOTED. 2-I6d (ENDNAIL) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR W ',AND ATERPROOFING SHALL BE BY ARCHITECT. / 0 to 0 1110 STUD TO SOLE PLATE 4-8d (TOENAIL) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: UT a - DOUBLE STUDS I6d o 24" OG (FACE NAIL) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE H DOUBLE TOP PLATE I6D ® I6"O0 (FACE NAIL) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: BLOCKING BETWEEN JST OR R.R. 3-Sd (TOENAIL) NS GABLE ROOFS -Iii _� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TO TOP PLATE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED 0 10 0 i a_ RIM JOIST TO TOP PLATE 8d ® 16"OC (TOENAIL) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATES, LAPS 6 INTERSECTIONS 2-I6d (FACE NAIL) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. June 11, 2013 T f-Il CONT. HEADER, TO PIECES I6d (I6" OG ALONG EDGE) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. SCALE: 4 CEILING JOISTS TO PLATE 3-Sd (TOENAIL) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h CONTINUOUS HEADER TO STUD 4-8d (TOENAIL) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS CEILING JOISTS, LAPS OVER PART.* 5-I6d MIN. (FACENAIL) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: . Ioo< 0 X45° CEILING JOIST TO PARALLEL RAFTERS* . 3-I6d MIN. (FACENAIL) © 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED \1 _ RAFTER TO PLATE* 5-8d (TOEMAIL) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB 0 4 ' 0 BUILT UP CORNER STUDS I6d (24"0C) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sky Iights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BUILT UP GIRDER 4 BEAMS 20D ® 32"00 (FACENAIL c. T*B STAGGERED stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" NOTES & GABLE ROOFS ON OPPOSITE SIDES LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o O COLLAR TIE TO RAFTER 3-I0d (FACENAIL) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL .• Ail_ 100 0 ,(s0 ° to < 0 X45 JACK RAFTER TO HIP 3-IOd (TOENAIL) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS ROOF RAFTER TO 2X RIDGE BM 2-I6D (TOENAIL) COMPONENTS SHALL BE AS PER MANUFACTURERS - PROVIDE 8d COMMON NAILS 0 4' O.G. JOIST TO BAND JOIST 5-I6d (FACENAIL) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. LEDGER STRIP 3-I6d (FACENAIL) WITH RATED GALVANIZED METAL CONNECTORS BY o O SUBFLOOR, ROOF, WALL SHEATHING 8d ©6"O0 EDGES, ® 12" INTERMEDIATE SUPPORTS "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 10 < 0 (50 TO FRAMING GALVANIZED MACHINE BOLTS a 12" O.G.. SHEET NO: *SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1 1. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. PROVIDE Sd NAILS 0 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE , a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 8 OWNER. BUILDING PERMIT CONSTRUCTION SET