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HomeMy WebLinkAbout44576-Z 3�o�gUFFOI,�c Town of Southold 7/16/2020 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 02456 Date: 7/7/2020 THIS CERTIFIES that the building COMMERCIAL ADDITION 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 12/23/2019 pursuant to which Building Permit No. 44576 dated 1/7/2020 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: additions and alterations to existing commercial building(restaurant)as applied for per ZBA 6589SE dated 12/23/2019. The certificate is issued to Mill Creek Partners LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-19-0027 6/30/2020 ELECTRICAL CERTIFICATE NO. 44576 6/16/2020 PLUMBERS CERTIFICATION DATED A th ' d Signature r� TOWN OF SOUTHOLD o�gOFFtI(,�COG BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44576 Date: 1/7/2020 Permission is hereby granted to: Mill Creek Partners LLC PO BOX 326 Cutchogue, NY 11935 To: construct additions and alterations to existing commercial building (restaurant) as applied for per Planning, Trustees & SCHD approvals. At premises located at: 64300 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 56.-7-2 Pursuant to application dated 12/23/2019 and approved by the Building Inspector. To expire on 7/8/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $844.00 CO -COMMERCIAL $50.00 Total: $894.00 Building nspector 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 ate. f� ^ A,3—/q New Construction: Old or Pre-existing Building: /(ccheck one) J Location of Property: (0�b c)o H-4 �0 a f:e<��o(4 House No. /� Street Hamlet IOwner or Owners of Property: M� I l - �t�K 2`;1 C[n' 03 Suffolk County Tax Map No 1000, Section 5 Block 7 Lot D� Subdivision Filed Map. Lot: Permit No. q(�`l,5� Date of Permit. Applicant: Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Applicant Signature of So Town Hall Annexy r. ® Telephone(631)765-1802 54375 Main Road °.F :, `za Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � �� sean.devlinCD-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Mill Creek Partners LLC Address: 64300 Route 25 city,Greenport st: NY zip. 11944 Building Permit#: 44576 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- 31568-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 2 Bath Exhaust Fan Service 3 ph X Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 25 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Step Lights- 5, Path Lights- 2 Notes Lz�Inspector Signature: Date. June 16, 2020 S. Devlin-Cert Electrical Compliance Form As {'c(//J ho�a�P souly��o # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] F NDATION 1ST- [ ] ROUGH PLBG. [ F NDATION 2ND [< ] -INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- - ` [ ] ,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PREC/O REMARKS: 3� J N� v DATE INSPECTOR Ll 4 5-7 6 (o 1-t Of 50//j # # TOWN OF SOUTHOLD UILDING DEPT. °`yrou►m 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O REMARKS: t DATE �� �� INSPECTOR L+14-V; tf SOUly06 # # TOWN OF SOUTHOLD BUILDING DEPT: `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [�INAL [ ] FIREPLACE &.CHIMNEY [ ---] ,FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: ✓1c� CQi � � i �0►^. w.k�t �- 'r 1 1 DATE `3/�O �� INSPECTOR �o�a0F soUTyOlo u / (0 5 & Ll 400 I4- Z.< # TOWN(, OF SOUTHOLD BUILDING DEPT CL07U ' 765-1802 INSPECTION- FOUNDATION 1ST , [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 6 - INSPECTOR `" I B� `f gS7b /2c. 13,E y yc-,q pF SOUly�6 * TOWN OF SOUTHOLD BUILDING DEPT: 765`1602 INSPECTION [- ] FOUNDATION 1ST [ ] ROUGH PLBG.: [ ],.FOUNDATION 2ND [ ] -INSUL'ATIOWCAULKING [ ] FRAMING /STRAPPING , [X� FINAL [ ] FIREPLACE & 014IMNE-Y M1 FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION --t ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL)" CODE VIOLATION [ ] PRE C/O s =f REMARKS: 'F -i - F DATE 20 INSPECTOR ' o�suFFOI,��oG Town Hall Annex may► .y Telephone(631)765-1802 54375 Main Road C* Fax(631)734-9502 P. O. Box 1179 y Southold, NY 11971-0959 W • BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRE MARSHAL June 16, 2020 Peconic Bay Yacht Club 64300 Main Rd. Southold,NY 11971 ; Dear Mr. Burger: x .r Thank you for your cooperation during the fire safety inspection on June 10 2020. Enclos&&�area",; ;r ' ; your operating permits for your assembly areas which are valid for 1 year: Please post-this, certifidate in a conspicuous location near the main entrance/exit of each area:'- 3•. `�'' JRA-,' The occupancy loads indicated are based on the assumption that these areas•are being used-for dining and contain tables and/or chairs':.C,If these areas,or portions':of these'afeas do nof,,.conta n tables and/or chairs the permited occupancy load would be greater than the f gore indicated_<on ,. your certificates. :u ` 1St Floor Dining Room 211 452 '= 12 nd Floor Bar/Dining Room 155 336 2nd Floor Deck 164 351 Regards, James.Easton Fire-Marshal -Encl: 2020 Operating Permits FIELD INSPECTION REPORT I .-DATE COMMENTS X FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) oo H ROUGH FRAMING& H PLUMBING � d m r INSULATION PER N.Y. H STATE ENERGY CODE Alm Z0000, - ldli 11S 'w l FINALn t D ADDITIONAL COMMENTS 1 - e ( s `n s "6-6ranlq � G i ' ' Z m 4- a Qao,,- V l u �I�•�-'0 ��rL! 5 r • 4 H ' O z A x d 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application s Flood Permit Examined ,20, ' Single&Separate DEC 2 3 2019 Truss Identification Form Storm-Water Assessment Form Contact: Approved �` 20 . Mail to: � �= Disapproved a/c___,J_ Phone& Expiratio - . S• ;�',;ti20' = "', t _haikhAans for Lk SEP 1 3 2019 APPLICATION FOR BUILDING PERMIT Date 20i � l t2 , � INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole.or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if,the work authorized has not commenced within 12-months after the date of issuance or has not been completed within`18 months from such date.If no zoning amendments or other regulations affecting the property-have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. In w L9L (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen architect, engineer, general contractor, electrician,,plumber or builder Name of owner of premises i r-- P `Nyg ULL, (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 of land on which proposed work will be done: 1 x145®,o R044e v3 House Number Street Hamlet County Tax Map No. 1000 Section 5f0 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy K/-R * CAT&:40Cq UNCArrIC-r b. Intended use and occupancy M 19,1A �Ust ef<VWi YW` W'Vi KIWQ RaafA&ABDA� 3. Nature of work(check which applicable :New Building Addition >< Alteration Repair Removal' '6-e-ic_�emolition Other Work (Description) 4. Estimated Cost fievxro. Fee 17f y s, (To;be.paid on filing this application) 5. If dwelling,number of dwelling units Number of dwell'iig'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. CSS `�� fWLATI 7. Dimensions of existing structures, if any: Front 114'. Rear ��1 � � Depth Height +C.ug2L,v Number of Stories Dimensions of spme structure with alterations or additions: Fronts Rear � Depth Height 17� -r C.kkRot. Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 4(001(*j� Rear 410 Depth 10.Date of Purchase S ,Q-441 Name of Former Owner CAW VVWI R; SOl'"Ol b 11. Zone or use district in which premises are situated m1wom e ff- 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES�>,/ NO 6� 14.Names of Owner of remises - dress GA TC.i6o�aU,SlJy (ig55Phone No t Name of Architect �Go Address rt MoPhone NA5 kYl 54--55 Name of Contractor&4+4erz,6v fit- Address Phone No. 3t 15J—GU 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_>!g,__NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.1< , b. Is this property within 300 feet of a tidal wetland? *YES)_NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S u rV 6�_ , - �= being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contracto('Agent, orporate 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 20 C1 , Notary PublicLNotary'pu ,a_State bo York Signature of Applicant NO.01RA6309781 Qualified in Suffolk County Commission Expires Aug 18, 2022 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9548 DATE: SEPTEMBER 18,2019 ISSUED TO: MILL CREEK PARTNERS,LLC PROPERTY ADDRESS: 64300 ROUTE 25,SOUTHOLD Ii SCTM#1000-56-7-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18,2019 and in consideration of application fee in the sum of$250.00 paid by Mill Creek Partners,LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: ry Wetland Permit to construct a 662sq.ft.seaward side addition in the southeast corner of the existing building; remove a majority of the existing southeast first floor deck leaving 170sq.ft. for circulation and existing crawl space below; and construct a second floor deck space above I proposed one-story addition; and as depicted on the site plan prepared by Hands on Surveying, received on July 8,2019; and stamped approved on September 18,2019. WITNESSIN WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 i and these presents to be subscribed by a majority of the said Board as of the 18th day of September,2019. C2 C* Iwo Glenn Goldsmith, President *QF SO(/ry Town Hall Annex Michael J. Domino,Vice-President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer IIIi[ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams 4S Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1700C Date: March 12, 2020 THIS CERTIFIES that the construction of a 662sq.ft. seaward side addition in the southeast corner of the existing_building; remove a majority of the existing southeast first floor deck leaving 170sq_ft for circulation and existing crawl space below; and construct a second floor deck space above proposed one-story addition, At 64300 Route 25, Southold Suffolk County Tax Map 41000-56-7-2 , Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 8, 2019 pursuant to which Trustees Wetland Permit#9548 Dated September 18, 2019,was issued 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 construction of a 6 62sq.ft.-seaward side addition in the southeast corner of the existing building,• remove a majority of the existing southeast first floor deck leaving 170sq_ft for circulation and existing crawl space below; and construct a second floor deck space above proposed one-story addition. The certificate is issued to Mill Creek Partners,LLC owner of the aforesaid property. 0 uth e i to e r 1 ..New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 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 NYSDEC# 14738-03462/00001 i '� Principi Properties, LLC Property L�� 64300 Main Road Greenport NY oLco DEPT. SCTM#1000-56-7-2 T WN Or SQf THQLD ' Dear Applicant: -- - Based on the information your consultant submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property north of the functioning bulkhead greater f 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 66 1)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 obt ' g any necessary permits or approvals from other agencies. tiuly yours, John A. Wieland Deputy Permit Administrator CC: r1h•Land Planning Services,.Inc. Marine Habitat Protection file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 9, 2019 TO: Fred Weber(Peconic Bay Yacht Club) 41 East Maple Road Greenlawn,NY 11976 Please take notice that your application dated September 13, 2019 For permit to make additions and alterations to an existing business building at Location of property: 64300 Route 25, Greenport,NY County Tax Map No. 1000—Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations require site plan approval from the Southold Town Planning Board. o ' ed Si ature Cc:File,planning A y BOARD MEMBERS ��r3f SO!/jyo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 .� Southold,NY 11971-0959 Patricia Acampora T 'Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento �COUNV I Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD r December 18, 2019 Tel.(631)765-1809•Fax (631)765-9064 JAN - 2 2020 The Town of Southold Planning Board P.O. Box 1179 Southold,NY 11971 RE: Peconic Bay Yacht Club 64300 NYS Route 25, Greenport Southold, SCTM No. 1000-56-7-2 and 1000-56-7-4.1 The Southold Town Zoning Board of Appeals(ZBA)has adopted the following resolution;during a Regular Meeting held on Thursday,December 5,2019: j WHEREAS, on December 2, 2019,the Southold Planning Board referred the above site pan application to the Zoning Board of Appeals pursuant to Town Code 280-131B(4)(b)for the change to the structure for which a Special Exception approval was granted to operate a restaurant in a Marine H Zoning District by File No. 6589, dated September 20, 2012. 1 WHEREAS,the amended site plan is for a proposed 662 sq.ft. dining room addition to be built over an existing deck to be demolished, on a site where there exists an 8,989 sq. ft.restaurant, 50 slip manna with a dockmaster building,parking areas and site drainage on 3.27 acres; adjacent to a boat yard with 71 parking stalls on a 4.74 acre parcel(56-7-4.1)both in the M-H Zoning District. THEREFORE BE IT RESOLVED, that the Zoning Board of Appeals,pursuant to Town Code Section 280-13 1 B.(4)(b)and Special Exception decision No. 6589SE, dated September 20,2012,hereby GRANTS permission for the Peconic Bay Yacht Club to make alterations to the structure located at 64300 NYS Route 25,±424 feet west of Dolphin Drive, Greenport, SCTM No. 1000-56-7-2 and 1000-56-7-4 as depicted on the Amended Site Plan entitled "Peconic Bay Yacht Club Addition", prepared by Frederick R.Weber,R.A., dated September 12, 2019 and approved by the Town of Southold Planning Board on December 2, 2019 in Southold Planning Board resolution dated December 3, 2019. Please contact our office if y u have any questions or concerns. St 01 Leslie Kanes Weisman Chairperson cc: Eugene Burger Southold Town Building Department Town Attorney Town Clerk u- OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SQP.O. Box 1179 54375 State Route 25 tio�� yQ�O Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) 'Telephone: 631765-1938 Southold, NY j 24 � www.southoldtowx)ny.gov G �• O PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2019 L' JAN 1 6 2020 Eugene Burger 2215 Pine Tree Road Cutchogue, NY 11935 Re: Approval—Amended Site Plan for Peconic Bay Yacht Club Addition aka 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-II Dear Mr. Burger: The following resolutions were adopted at a meeting of the Southold Town Planning Board, on Monday, December 2, 2019: WHEREAS, this amended Site Plan is for a proposed 662 sq. ft. dining room addition to be built over an existing deck and the increase of seats from 180 to 240, on a site where there exists an 8,989 sq. ft. restaurant, 50 slip marina with dockmaster building, parking areas and site drainage on 3.27 acres; adjacent to a boat yard with 71 parking stalls on a 4.74 acre parcel (56.-7-4.1) both in the M-ll Zoning District.and WHEREAS, on September 20, 2012, the Southold Town Zoning Board of Appeals granted Special Exception approval to operate a restaurant in a Marine-II Zoning District 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 :a G Peconic Bay Yacht Club Page 2 December 3, 2019 in a Planning Board memoranda, dated September 13, 2012, written by Brian Cummings, Planner; 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, on May 20, 2013, the subject site received site plan approval after extensive site plan review from the Planning Board and outside agencies for the 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-il Zoning District. The site plan approval included the following approvals from outside agencies: 1. Suffolk County Department of Health Services on May 3, 2013 for"Mixed Uses @ 5,640 gpd" under Reference Number C10-12-0009; 2. Storm water Pollution Prevention Plan (SWPPP) from the New York State Department of Environmental Conservation (NYSDEC); 3. Southold Town Trustees Wetland Permit; 4. New York State Department of Transportation (NYSDOT) highway work permit; and WHEREAS, on October 30, 2019, Eugene Burger, applicant, submitted an amended Site Plan Application for review; and WHEREAS, on November 18, 2019, the Planning Board accepted the application as - complete for review; 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 130 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, November 22, 2019, Eugene Burger, applicant, submitted the following items regarding the proposed 662sf addition for review: 1. Southold Town Trustees Wetland Permit#9548 issued Sept. 18, 2019?- 2. 019;2. Fire Marshall Occupancy certifications (July 2019) a. First Floor assembly area: 262 total; b. First Floor Dining: 225 total; a Peconic Bay Yacht Club Page 3 December 3, 2019 c. Second Floor Dining: 225 total; d. Second Floor Deck: 170 total; 3. NYSDEC letter of non-jurisdiction letter; and WHEREAS, pursuant to §280-131(H) the Planning Board determined that the subject application involved a de minimus (662sf) modification to an existing structure with no substantial change to the existing footprint and that such modification will not require significant changes to existing major site design features and therefore was eligible for a waiver of the public hearing; and WHEREAS, the action is exempt from Suffolk County Planning Commission (SCPC) review; and WHEREAS, on December 2, 2019, the Town of Southold Local Waterfront Revitalization Program (LWRP) Coordinator reviewed the proposed project and determined the project to be exempt from the policies of the Southold Town LWRP; and WHEREAS, on December 2, 2019, the Southold Town Planning Board determined that the action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor.area and not involving a change in zoning or a use variance and consistent with local land use controls; and WHEREAS, at their work session on December 2, 2019, the Planning Board conducted a review of the submitted information and considered the action to be de minimus in nature with no significant changes to the existing site design features and therefore required no further review; and WHEREAS, on December 2, 2019, 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; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board, pursuant to §280-131 (H), waives the requirement for a public hearing as detailed above; and be it further RESOLVED, that the Southold Town Planning Board grants approval with four (4) conditions for the amended site plan entitled "Peconic Bay Yacht Club Addition", prepared by Frederick R. Weber, R.A_ dated September 12, 2019 and authorizes the Chairman to endorse the site plan once the following conditions are satisfied: A Peconic Bay Yacht Club Page 5 December 3, 2019 If you have any questions regarding the above, please contact this office. Respectfully, - r---� c ��dc) . Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager 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: Applicant/Agent Signature: Date: OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 O��QF S�UTyOlO Southold, NY 11971. (cor. Main Rd. &Youngs Ave.) '` Southold, NY �[ �[ Telephone: 631 765-1938 www.s outhol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weismann, ZBA Chairperson Members of the Zoning Board of Appeals From: Brian Cummings, Planne� Date: December 2, 2019 Re: Amended Site Plan for Peconic Bay Yacht Club 64300 NYS Route 25, Greenport SCTM#1000-56-7-2 & 4.1 ; The Planning Board refers the application to you for permission pursuant to Town Code §280-131 B.(4)(b), for the change to the structure for which a Special Exception approval was granted in the past. 1 This amended Site Plan is for a proposed 662 sq. ft. dining room addition to be built over an existing deck, on a site where there exists an 8,989 sq. ft. restaurant, 50 slip marina with dockmaster building, parking areas and site drainage on 3.27 acres; adjacent to a boat yard with 71 parking stalls on a 4.74 acre parcel (56.-7-4.1) both in the M-II Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Mill Creek Partners, LLC •� y 1 � Li114 PO Box 326 U Cutchogue, NY 11935 --- { a,mmnq Board November 13,2019 Town of Southold Planning Board 54375 Main Rd P.O. Box 1179 Southold,NY 11971 Re: 64300 Main Road, Greenport—Request for Administrative Approval for an Addition Dear Planning Board Members, Attached is our application for a 662 square foot addition to the Peconic Bay Yacht Club dining room,to be built over an existing deck. This addition is vital to the success of the business as we have turned away several events due to size limitations. We respectfully request that you consider this application as an administrative action so that,if approved, construction can begin immediately and be completed before a May,2020 event. This addition has received Trustee approval and the property is not under NYS DEC jurisdiction. In this application package are copies of the current fire marshal certificates. You'll see that there are no issues with increasing our guest capacity from their perspective. Similarly, our sanitation system is approved for three hundred and sixty people,well in excess of what we are requesting. Currently,we have one hundred and thirty parking spaces on the north and east sides of the venue. These spaces, and our fire truck turnaround plan,were in place when Brian Cummings performed the final site inspection in August of 2015. With this addition,we would like to increase our catering guest total to two hundred and forty. Together with the marina,that would bring our total parking requirement equal to our existing one hundred and thirty spaces. Please feel free to contact me at anytime with any questions regarding this application. I look forward to working with you on this important addition to our facility. Sincerely, Eugene Burger, Managing Member OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��rjF SOU P.O. Box 1179 54375 State Route 25 OryOl Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov CA PLANNING BOARD OFFICE TOWN OF SOUTHOLD I11(ai I //1 IF June 24, 2020 J BUrLDTN,.P DEPT. Eugene Burger 3 ;. 2215 Pine Tree Road Cutchogue, NY 11935 Re: Approved Amended Site Plan for Peconic Bay Yacht Club Addition aka 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-II Dear Mr. Burger: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made June 19, 2020. The site is now in conformance with the Approved Amended Site Plan entitled "Peconic Bay Yacht Club Addition", prepared by Frederick R. Weber, R.A. dated September 12, 2019. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, ez!s,W � Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Federal Emergency Management Agency Washington, D.C. 20472 . taND•stic 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 ME (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description.of the,.plpperty and our determination. Additional., 09cprin nts.-are,,enclosed which provide information regarding the subject property and LOMR-Fs. Please;,see ,.the rListV of:Enclosures below to determine which documents are enclosed. Other attachments specific ` to '•this request may be included as referenced in the fAl Detennination/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: + LOMB-F DETERMINATION DOCUMENT+(REMOVAL) cc: State/Commpnwealth NFIP Coordinator Commun}i•ty-;Map Repository, Region , D � ,•�_ ��;� ,Ur ;..;Mr.••Ural Talgat; JAN 2 $ �Qi3 •` ., . ;• !i � -- 'BLDG DEPT • . . . ,, TOWN OF'SOUTHOLD Page 1 of 3 Date: January 22,2013 Case No.: 13-02-0082A LOMR-F 5 Federal Emergency'Management Agency Washington,D.C,.20472 LETTER OF MAP REVISION BASED ONFILL DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL-INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land, 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 AFFECTED NUMBER:36103CO159H MAP PANEL DATE:9125!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 BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) NAVD 88) (NAVD 88 — 64300 Route 25 Porton 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 the Federal Emergency Management Agency's determination regard.ng a request for a Letter of Map Revision, based on Fill for the property described above Using the information submitted and the effecbve National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) isfare 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 nsk on the Moan 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 Page 2 of 3 Date: January 22,2013 Case No.:13-02-0082A LOMR-1- r n oar+xry. Federal Emergency Management Agency Washington,D.C.20472 l4Np , 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, 1.20.12 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 Page 3 of 3 Date: January 22,2013 Case No.: 13-02-0082A LOMR-F Federal Emergency Management .Agency INV Washington, D.C.20472 ND 1 ,e LETTER OF MAP REVISION BASED ON FILL ' , DETERMINATIONDOCUMENT'(REMOVAL) 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. - - I i 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 223044605 Luis Rodriguez,P E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration k,Z: -T -J, gt1EFOL,� `i. BUILDING;DCPARTMENT - Electrical Inspector �p� C 6E0 ® 6 2020 I-°-TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 • ,:JryY;a� .,,Southold, New York 11971-0959 ,Te1ephpne_.(431) 765-1802 - FAX (631) 765-9502 roger.richertCcr�,town.southold.nV.us APPLICATION FOR ELECTRICAL INSPECTION -EQUESTED BY _. _.. ._ ._...... _.__..._....... - ...._...._.._. ... .Date: - Company Name: a a S Name: License No.: 6.9/V 4�5- email: 5 t 4 p-loc,- Cam Address: Phone No.: 6 849 S'6 16 JOB SITE INFORMATION: (All Information Required) Name: Pe 6 ��� 4, YA"-f- ��� Address: 30.o Cross Street: rYPor Phone No.: 'Y9 Bldg.Permit#: 4H 5'I (vo email: Tax Map District: 1000 Section: Block: 67 Lot: Oa BRIEF DESCRIPTION OF WORK (Please Print Clearly) ,Z ��T Z A)DE—lolvr Circle All That Apply: Is job ready for inspection?: YES NO o Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional-Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs - U - f G�C�CG��C�1n{ 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH, WATER MILL. NY 1191 WEBER (631) 754-5555 aG�6b�4L�6� September 12,2019 RE: PECONIC BAY YACHT CL UB (MILL CREEKPARTNERS,LLC) 64300 Route 25, Greenport,New York SCTM#1000-56-07-02 Southold Building Department: Attached please find(2) sets of Drawings and a Building Permit Application describing a proposed addition to the 1St floor dining room at the Peconic Bay Yacht Club. There is no request to increase the occupancy of the dining room,but instead to allow for the approved occupancy when space is lost to band and dance floor areas at weddings and other catered events. A large portion of the existing first floor deck will be replaced by this proposed addition. The roof will be used as additional 2nd floor deck area and a covered awning will be added over a portion of the existing 2nd floor deck space. Please use these plans for review and referral to the Southold Planning Board. 4DIEFR]ICK you. R. WEB E EA. A rm Nunemaker, Amanda s�ers From: DiSalvo, Diane Sent: Friday,January 03, 2020 9:43 AM To: 'Burger' Cc: Nunemaker, Amanda Subject: 64300 Route 25, Southold Per Michael J. Domino: Reviewed your letter of January 2,2020—the "disassembly, construction and reassembly of the 170sq.ft. portion of decking"will not necessitate you to amend Wetland Permit#9548. T i, GR v,e D%SR LVO 'SoutkOLC{ ToWV�, T kstees 54S 5 rz ou.te 25 P.O. gox 11-79 SoL,CthoLd, N`( IIJ71 .. 1 BURGER CONSTRUCTION , INC . POST OFFICE BOX 934 , CUTCHOGUE, N . Y. 11935 _ -- TELEPHONE: 631-734-5217 FACSIMILE: 631-734-5249 I JAN 2 21,90 I January 2, 2020 _______ _ 5,. Town of Southold Trustees Southold Town Hall Annex 54375 Main Rd. P.O. Box 1179 Southold, NY.11971 Dear Trustees: I am writing to clarify the construction steps I'd like to take related to Trustee permit number 9548, dated September 18, 2019,to construct a 662 sq.ft.addition to the southeast corner of the Peconic Bay Yacht Club. The addition is being built over a portion of an existing deck. The remaining portion of the deck is on the eastern side of the addition, closest to the parking area,which is the only access point to the site. It is my intention to disassemble the existing deck, excavate, pour the foundation, build the addition,and then reassemble this deck with the existing decking. I understand your Authorization permits this disassembly,construction, and reassembly of this 170 sq. ft. portion of decking. The architect's plans you approved also note that the deck is existing, but that reconstruction of it will take place as required. Would you clarify with the Building Department that this methodology is permissible. I understand that when the project is complete, a compliance inspection by your office is required. Please don't hesitate to contact me regarding this clarification. My cell phone number is(631)484- 9763. Sincerely, Eugene Burger, President ®�*OF SOVry®l Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 12, 2020 Mill Creek Partners P.O. Box 326 Cutchogue, New York 11935 RE: 64300 Route 25, Greenport TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy /6 Application for Certificate of Occupancy. (Enclosed) Ad Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit NN/ Trustees Certificate of Compliance. (Town Trustees # f65-1892) inal Planning Board Approval. (Planning # 765-1938) inal Fire Inspection from Fire Marshall. (631-765-140 Final Landmark Preservation approval. Final Elevation Certificate required. 010 61/ Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer ® BUILDING PERMIT: 44576-Z addition/alteration -MASHAMOMUCK PON Q9 �O �C0. ARPpNpR. �, deo ALBACOR 00 2 O�3 �INDR' OLD MAIN ROA - - - - - SOUTHOLD BAY- _ _ PROJECT _LOCATION. Olo ` yam LOCATION MAP *'b o GENERAL NOTES SCALE: 1"=600'±" �Q°flQ """ - gh�` '� ���- 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF AEJW!r ' xs�i m /"'�" `II l' ""�� \ SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. o se ji \ 0 5 2. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25,2011 BY HANDS ON SURVEYING. ELEVATIONS WRIT 1 , `O'1"251 � 1 \ \ I R \ SHOWN HEREON ARE REFERENCED TO NGVD 88 DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENT. EXISTING 4'0 MANHOLE Tw to.o q MA Bwe.a \ RIM 12.0 Tw to•s 9 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE(EL.8),ZONE X AND ZONE VE-11 AS DETERMINED FROM THE FLOOD INV IN 8.8 (STATE _. B 8'0� 1 INSURANCE RATE MAPS(FIRM)PANEL#36103CO159H EFFECTIVE DATE SEPTEMBER 25,2009. IN OUT 8.6 Twos8�5 R B a.ot tl BW ,4. -n--- a9 ', ...-...-...-...-...-rqr�trt,-...-...- ..y-.. =6. a Bws. �/ ss WORK. r�ta� ��� A EXISIYNG WICK CONFORMED ACCORDINGLY IN THE FIELD. FACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE \ E CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF n EX.CONCRETE n"'® ___---- - -- --- \BIN 0 THE CONTRACTOR IS ADVISED ALL SUBSURFACE ^\ 10'0 X W DEEP LEACHING POOL VO, 12'0 RETAINING WALL VALVE n ` `� Oct A. TTING RINGS BELOW(SEE 2) qSEE PR FILE)( 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN STK AUTw to.s '� i u' a"r pv7A- arra WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. EXISTING 13 500 GAL.SEPTIC TANK Z BIN 6.7 co); s 6 A' az J / .° o M' SITE DATA 3-12'0 X 6'EFF.DEPTH Q; z� 4.8W / 3; p{a �O � � 6 XISTING'4'DEEP LEACHING G�1Lf♦.EY s. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. RIM 12.3 oN c�, K sy P.OF 25), ` INV IN 9.35 CZ Raiw Z' s o ° a ° 5 m \ SCTM# 1000-56-07-02 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS IN OUT 8.85 = { i t au ° ° 1 ESTHpLE#1 LOCATION g t ° , ADW �' PROPERTY: 64300 Route 25 CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. EXISTING 1$"HIGH RETAINING�WALL LOCATED BELOW GRADE WITH THE ADDRESS Greenport,NY 11944 DEBRIS SHALL NOT BE BURIED ON-SITE. ROPOSED PARKING AREA \ ! OWNER: MILL CREEK PARTNERS,LLC °as 612 to 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, r- - Tt M �? \ XISTING 6"0 PERFORATED PV(:Plk(TYP.) EXISTING 3 750 GAL.GREASE TRAP 2-ST RY Rp,ME ,o Mlri t to 1 / d1 ( ERFDRATIDNS FACING DOWN) \ SITE: 142,441 SQ.FT.=3.27 ACRES(1.65 ACRES UPLAND) TRANSPORT,PAND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE 170 X 5'EFF.DEPTH 10 s yn EXtSTI BUILDING y% \\ ZONING: M-11 RIM 123 BLDG �s _ C TERING L) ��/ `, 1DW \ 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. INV IN 10.35 qq E 14623G•FA r.r . IN OUT 9.85 '� I RRPOE OIL& ` OWNER/APPLICANT: 10. SANITARY PIPE TO BE 4"SDR-35 PVC OR AS SPECIFIED ON PLANS. DECKS \ CL 2,8 S.F. srBL ES ONE/ 1 TAX MAP#1100046,07-4.1 ' Z PROPERTY LEASED BY-MILL_ MILL CREEK PARTNERS,LLC. FIN FI ST FLOOR = EL. 13.5 EXISTING RPZ - 4 ��R VE AY I `� \ --__- 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE l LOCATED IN CELLAR z ^`� ase 1 , CREEK PARTNERS 511112 P.O.BOX 326 TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE - CUTCHOGUE,NY 11935 ffi i I ` o I INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR / EXISTING 4'0 MANHOLE ?/' / ;t \\i C' >, o I TEST H 0 LE DATA #1 EROSION AND SEDIMENT CONTROL'. RIM 12.3 / °', `�1 �I / B INV IN 9.6 I I n EE / ? - -� ` ( / W ` o I 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE ( IN OUT 9.6O D B" o CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. 9± f EL=7. 0.0 ml a y n 13. ALL ADJACENT PROPERTIES WITHIN 150'OF THE SITE ARE SERVICED BY PUBLIC WATER. / MIXED CLAY, LEGEND EXISTING i I E XISTING WILKINS 22 2`W SLIPS 1 1 ; ' ', ,1 1 1 \ � 1 ', / GRAVEL AND LOAM J MODEL 975XL t. 14. A TEST HOLE EXCAVATION INSPECTION TO BE PERFORMED BY THE SCDHS FOR THE WICK HOLE. I ° I I 2-1GSLIPS i 24 112"RPZ 21 1 I 'r1`� 1 \ �/ , / \, �/ (CH) s 1 �' ��y 2 0' CURB/WALL 15. WICK HOLES ARE PROPOSED TO BE INSTALLED USING PRECAST CONCRETE CUTTING RINGS. THE INSTALLATION OF ADDITIONAL PROPOSED ONE ° I 1 1 i i I 1 " _ 1. / �� SHORING AROUND THE EXCAVATION IS NOT ANTICIPATED. CONTRACTOR TO CONTACT ENGINEER IF ANY ADDITIONAL SHORING IS STORY 662 SF 1' I ; ',I 1 B" 1 ;� `, / ADW � '��� BROWN CLAY(CH) �� 1 ADDITION 2-13.5 SLAPS I 1 �\I 1 I 1 / r / c� ) 1 REQUIRED ON-SITE DURING CONSTRUCTION. THE ENGINEER TO BE PRESENT DURING THE EXCAVATION OF THE WICK HOLES. I I 12-`IU SLIPS ° 2s 1, d 1 6.4'(WATER TABLE DRYWELL 1 d -�, I I 0 19 C t 1 1 r`, 1 �,g D 1 ( d ELEV. 1.5) \J 16. THE SEWAGE DISPOSAL SYSTEM ON THE PROPERTY DOES NOT COMPLY WITH SCDHS STANDARDS AND EXCESSIVE COSTS MAY BE SEPTIC TANK o o INCURRED IN THE FUTURE IF REPAIRS ARE NECESSARY DUE TO NOT HAVING ROOM FOR 50%EXPANSION. THE SEWAGE DISPOSAL p`\12 SYSTEM WAS APPROVED BY THE SCDHS BOARD OF REVIEW DATED FEBRUARY 1,2013 UNDER SCDHS REF NO.:C10-12-0009. 18 2.13.5 S�II'SA 1 \ \ � o z o l i I 1 1 2-13-SISLIPS ° , 1 to r �`� DW TESTHOLE#1 LOCATION ,"B LEACHING POOL O SANITARY FLOW CALCULATIONS: WATER IN 11 0 DW"/ BROWN CLAY(CH) SANITARY SEWER S ALLOWABLE SEWAGE FLOW TOTAL SITE: 12-,C SOPS 16 � 1 1 i �'1i, �0 / "B" EXISTING FJONE EXTREME SERIES z`2 �I 1 -� „O O° 2-1 1 '� �' I g Ilc' `II 11 1 INV 5 EJECT" STORM SEWER _-------_ GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER \ �� I I 30 � 1 I I' DH152 EJECTOR UNM, \ 2 T 1 ` \ 1 cy POPULATION DENSITY EQUIVALENT 1.65 AC.x 600 G.P.D.IAC. =994 G.P.D. 1 1Z 11 D`V�z INV OUT 4.5-1114' \ I ° 1 'B CONTOUR ----12---- \ I ^ 12-10 SLIPS 32 1 � \ EXISTING SEWAGE DENSITY FLOW I "B" 11 \ ` \ (PREVIOUS SCDHS APPROVAL REF. NO C10-12-0009) ° 14 2-13. \ 1 I \ �,i _/ 11 70' PROPERTY LINE - - \ 1 i1' 1 m WATER IN BROWN 13 1 I , 1 1 1 I c�o� CATERING HALL: 5GPD/SEATX360tEATS = 1800GPD I FINE TO COARSE WICK HOLE WITH LEACHING POOL 1�1 MARINA 10 GPD/SLIP X 50 SLIPS = 500 GPD I I 2-1C SLIMS 1 ; ,\ 1 -41 1 SAND(SP) TOTAL SEWAGE FLOW: =2,300 GPD 76' 6"0 PERFORATED PIPE 2-13.5 SLIPS 11 ` \DW I TEST HOLE BY MCDONALD EXISTING KITCHEN/GRAY FLOW: \�. \ 1 / / B ` CATERING HALL: 2.5 GPD/SEAT X 360 SEATS = 900 GPD 1 d GEOSCIENCE DATED MARCH 15,2012 DOCK MASTER SHOWERS: 5 GPD/SLIP X 50 SLIPS = 250 GPD , "W`` 1- DW- EXISTING 2-STORY NEW o GROUNDWATER ENCOUNTERED AT TOTAL KITCHEN/GRAY FLOW: =1,150 GPD II ° g7 ° - _r, A , , .�/ " " \ DOCKMASTER BUILDING z 64'BELOW GRADE. it 1 I\-\ 1 (6 . 66 G.F.A.) TOTAL EXISTING SEWAGE FLOW =3,450 GPD I II II �!1G SLIPS °® 2.13.5 SLIPSII 'r 1 �, I �\ CL OUT 1 1 d AF.=EL.8.2 �, (SEE SITE PLANS) EXISTING SEWAGE DISPOSAL SYSTEM 1 2-1O SLIPS ° 1 1'1 / t- `� , TEST HOLE DATA #2 EXISTING DESIGN CAPACITY SEPTIC TANK: g D PROPOSED FLOW RATE 3,450 GPD DESIGN 2 DAY STORAGE=6,900 GALLONS ® ® 2-13-5 SLIPS11 1 h o+ ` DW .�/ I ` 1 ` I USE 3-12'0 X 6'EFF.DEPTH S.T.= 13,500 GAL. EL=10.0 Suffolk Countyvep�rr�nes�tcfHcarcdh rvices GREASE TRAP DESIGN: EXISTING WICK HOLE i I °T I42 I 1 1 I I i- 1 , MIXED SAND,LOAM Approv:T!for Construction-Odter'i'6aut Stab'Family KITCHEN FLOW=1,150 GPD STORAGE VOLUME 1 1, , , &DEBRIS(SC) USE 1-170 X 5'EFF.DEPTH G.T.- 3,750 GAL. I j ° 6 •, Referactce No. 2-18.5 SLIPS 1 , `�/; 5.O' LEACHING POOL DESIGN: TOTAL PROPOSED SEWAGE FLOW=3,450 GPD i t I 2-10'SLIPS ° i 1 �, B" -�, GREY CLAYEY Uses/ j I = ] C 1 1 ' Y) LEACHING @ 1.5 GPD/SQ.FT.=3,450 GPD/1.5 GPD/SQ.FT.=2,300 SF SAND SC atm 8'0 X 3.142=25.13 SQ.FT./POOL SAND(SC) 't hesejhave reviewed for # 1 DEPTH OF STORAGE ABOVE WICK: 5 I �` 1 ` 7.5'(WATER TABLE W V 10'0 X 3.142=31.42 SQ.FT./POOL TOP OF LEACHING GALLEY: EL.8.5 Nr, ,gip1�(FEP9 I 1 I` r 1.1C gglP eut of Hesith Sea idea fid , E 1 CountpaRm HIGHEST EXPECTED GROUNDWATER:EL.2.5 1 1 1 • , ; `, ` I ELEV.2.5 of O OT ► dr1� s.o' ) and Se><va$e(1>LcpoAi►1• Reg>srdleess 8'0 LEACHING POOL CAPACITY: 1 `I ' WATER IN GREY b �. i 1� VOLUME OF WICK: FLOOD ZONE A 1 I I ' i W/�� ` �� USE Ex.11 80X4.3TDEEPLPS-48.1 V.F. 25.13- , 9SF . =68.33 CF FT X7.48 --- - ' - - / v�K �- 1 :I 1 I ° , "B"� / I CLAYEY SAND(SC) ° � lei 1�t 120 (10'0 o sT)= X 314214 (EL 7�, � GAL I CF=511.1 GAL I FT 1f1 ® ® ° 2-18f IPS 1 1 II', �, I 14' the 'Tl is aPPON ! 'Q )AClt316 1l �+ ADDITIONAL LEACHING GALLEYS REQUIRED: t r i , 1 , 8.5'X 4.75'X 4'LEACHING GALLEY=106.0 SF/GALLEY 8� 1 I � or2,300 SQ.FT-1,209=1,091 SQ.FT/106 SF/GALLEY=10.3 GALLEYS STORAGE PROVIDED: ° V ! 1 1 �li ', ' ' --1--- I ! USE EXISTING 25-8.5'X 4.75'X 4'LEACHINGGALLEYS=11 GALLEYS>10.3 GALLEYS 2 WICKS X 6'DEEP X 511.1 GAL I FT=6,133 GAL it / LIPS ° ® [,- 1 ', ' / W/ 1 DESIGN FOR 50% EXPANSION: 6,133 GALLONS>3,450 GALLONS =+2,683 GAL \ I WATER IN G 2,300 S.F. X .50 =1,150 S.F./106.0 SF/GALLEY=10.8 GALLEYS / ! ( , B" ,\/ I BROWN CLAY(CH) ' ^_ VI�K USE EXISTING 14 -8.5'X 4.75'X 4'LEACHING GALLEYS=14 GALLEYS>11 GALLEYS � ; I\ 1 S SLIP 2.1g.� UPS ORIGINAL SUBMITTAL APPROVED WITHOUT EXPANSION POOLS SHOWN ON THE SITE LIMI >7 PLAN SINCE THEY DIDN'T FIT DUE TO THE SITE CONSTRAINTS. I rC �S��' / 50 - _ - - -- - - - u BATHROOMS AND SHOWERS AND 2ND FLOOR OFFICE SPACE ARE FOR DOCK MASTER ,%I \`� I \ °' WATER IN PALE ! ZZ4Z8' J l�� \`, I \� o I BROWN FINE T� �� C j(; •• Z-G U r7 AND BOAT SLIPS I MARINA ONLY AND ARE NOT OPEN TO THE PUBLIC. Q 1 �o B /��-lN1'�FR6 $ TUL•_..\-�\\ %'�', ' ,1 /`� SAND(SP) 58' B 13 TEST HOLE BY MCDONALD REVISIONS ! I _- GEOSCIENCE DATED OCTOBER 18,2012 o / GROUNDWATER ENCOUNTERED AT 7.5' BELOW GRADE. �\0 Health Department Approval Stamp ,n S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT 02 �� S12 ON�G j MILL CREEK INN AND MARINA 1 p�G Scale:AS SHOWN Condon Engineering, P.C. p 64,300 MAIN ROAD (NYS 25) Plans are prepared by Condon Engineering,P.C. It is a violation of the New York 1755 Sigsbee Road SOUTHOLD, NY o l State Education Law,Article 145,Section 7209,for any person unless acting under Drawn by:JJC �'- Mattituck, New York 11952 the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter SITEPLAN any item in any way.If an item bearing the seal of an Engineer,Architect,or Land (631)298-1986 (631)298-1986 fax Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall afro to the Date: 11/21/2019 condoneng ineeting.com SANITARY PLAN SCALE: 1"=40'-0" item his/her seal and the notation'Aftered by"followed by his/her signature and the www.condonengineedng.com date of such alterations,and a specific description of the alteration. F.F.13.69 HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE HEAVY DUTY AND LOCKING GRADE EL.12.3 CAST IRON COVER TO GRADE TRAFFIC BEARING SLA GRADE EL.12.3 TRAFFIC BEARING SLAB 6'LINE FROM GREASE TRAP v 24' 20" 6"PVC WASTE LINE PITCH 114 INCH PER FOOT PITCHY INCH PER FOOT 6'PVC WASTE LINE 6' FLOW LINE PITCH 1/4 INCH PER FOOT INV EL.10.55-/ INV EL.10.355 10" TO SEPTIC TANK 12'MIN. INV EL.9.8 INV EL. 9.6 INV EL.9.85 4' a zo �o En M 10'MIN, o MONOLITHIC UNIT N 4' 8'(8-MIN.) 12'DIAMETER I HIGHEST EXPECTED GROUNDWATER ELEVATION(EL.2.5) PROPOSED PRECAST GREASE TRAP DETAIL HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE 3'MIN.COLLAR OF CLEAN CAST IRON COVER TO GRADE MORTAR FROST PROOFING MORTAR FROST PROOFING MORTAR FROST PROOFING HEAVY DUTY AND LOCKING GRADE EL.12.0 SAND AND GRAVEL AROUND CAST IRON COVER TO GRADE LEACHING POOLS MORTAR FROST PROOFING 24" TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB GRADE EL.11.0 TRAFFIC BEARING SLAB GRADE EL.10.5 2.5'MAX. 2.5'MAX. 2 5' TRAFFIC BEARING SLAB MORTAR FROST PROOFING TRAFFIC 2.5'MAX. 6'PVC WASTE LINE24' GRADE EL.10.0 2.5'MAX. 24• MAX 24" 2.5'MAX. 24" 2.5'MAX. BEARING SLAB �? 2q" PITCH Y INCH PER FOOT N `" GRADE EL.9.7 GRADE 9.5 24" [GRADE EL.9.7 20' 20" 20" 20" 20" 20" 20' 20' FINV EL.8.6 INV EL.8.1 6.5" r EQLuwZATION PIP 6.5" r EQUALIZATION PI 6.5' a EQUAUZAn0N PI 6.5 r EQUALIZATION PIPE 6.5' a EQUAUZAnoN PIPE 6.5' a•EQUALIZATION PIPE 6.5" e•EQUALIZATION PIPE 6.��20' 4 4' 0 0 0 4• q 4' 4 4' 0 4' q INV EL.8.8 4" v 2'-0•MIN. v 2'-0"MIN. v 2'-0"MIN. v 2'-0'MIN. v 2'-0'MIN. 2'-0'MIN. 2'-0"MIN. \ 30'(8-MIN.) BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 BOT.EL.4.5 �* �� 10'0 X 8'DEEP 4' 4' a LEACHING POOL �_. :..-,_ .^�- •�...._ ..�- .�.,_.. _-:-�.�. ��,, .---� _..�_ -,•-: z z O \� AT EACH WICK HIGHEST EXPECTED GROUNDWATER ELEVATION y (EL.2.5) f j \Z r\X r`X r\ m V MIN.TO PIPE =j6'0 PERFORATED PVC PIPE WITH CLEAN SAND AND GRAVEL o PERFORATIONS FACING DOWN BENEATH LEACHING POOLS V LAYER OF GRAVEL ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING T: ; .•:�- ":? T f;: of INTERCONNECTED TO EACH WICK AND SOILS AS APPROVED BY THE SCDHS. EXCAVATION IS TO BE ' ` y y' LU CL CONTINUED A MINIMUM OF 6'-0"INTO SUITABLE MATERIAL AND •' ".' •N BENEATH GALLEYS AS SHOWN ON THE PLAN. BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL WICK HOLE FILLED .:I I. APPROXIMATE WITH CLEAN SAND AND :.';: ;'• ~�:•,;t: - LOCATION OF SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) ,., ::;.. GRAVEL(TYP.OF 2) ACCEPTABLE 12'0 PRECAST CONCRETE ". :% • ' LEACHING SOILS NOT TO SCALE CUTTING RINGS (50'BELOW EXISTING ' GRADE) ACCEPTABLE LEACHING SOILS INSTALL DUMMY RINGS OR DOME MORTAR FROST PROOFING AS NECESSARY TO BRING A TEST HOLE EXCAVATION HEAVY DUTY AND LOCKING PROPOSED STRUCTURE TO INSPECTION TO BE PERFORMED B TRAFFIC BEARING SLAB GRADE HE SCDHS FOR EACH WICK HOLE. F.F.11.69 2.5'MAX. 2.5'MAX. HEAVY DUTY AND LOCKING EX.6'0 CROSSOVER PIPE GFCAST IRON COVER TO GRAFDE RADE EL.12.3 GRADE EL.12.3 CAST IRON COVER TO GRADE TRAFFIC BEARING SLAB HEAVY DUTY AND LOCKING 10'MIN. 4 0 20" J��4 _ 4 GRADE EL.12.0 2 5'MAX RIM MORTAR FROST PROOFING RIM 11.2± RIM 11,1± CAST IRON COVER O GRADE DRIM 11.1± RIM 6WASTE LINE TRAFFIC BEARING SLABFLOW LINE ___ _ FLOW LINE 10" PITCHY INCH p 24' 24" 24' 24' _ _ ERFOpT• s'PVCWASTELINE INV EL.9.5 INV EL.9.35 24-M oo PITCHY,INCH PER FOOT COLLAR F - INV EL. 8.85 4"SANITARY WASTE PIPE PITCH 1/4 INCH PER 4, a z o 4• 5'MIN. g• 20" 8. 20" 8. 20" 8, 20" FOOT FROM BUILDING,AND SANITARY MANHOLE z w 5 o o co - INV EL.8.6 ;� ;, NEW 6'0 PVC PIPE 6'SANITARY WASTE PIPE PITCH 1/8 INCH PER zoo o a v v FOOT FROM GREASE TRAP _a -� INV EL.8.8 J (3)8'0 CROSSOVER NEW 48"0 PRECAST SANITARY INV EL.8.5 BOT.EL.4.5 �- - -� BOT.EL.4.5 �- -i BOT.EL.4.5 BOT.EL.4.5 �- --- TO WICK HOLE 4' 4' PIPES @ 20'O.C. 6" I MANHOLE SEE DETAIL SHEET 1 ::::"2 :": - . o n 8' .............................................. .............................................. ............................... .............................................. 8 MIN. :. :::::::::::::::::::::::.............: ..... .... .... .......... .... .. ........... .............................................. .............................................. 12'DIAMETER 12'DIAMETER HIGHEST EXPECTED GROUNDWATER ELEVATION(EL.2.5) NEW 6'CONCRETE SLAB WITH 6X6 W2.0XW2.0 EX.POOLS TO BE CLEANED AND BACKFILLED 2'MIN. NEW 6"0 CROSSOVER PIPE TO ALLOW POOLS TO DRAIN �"�'�"° •••."..ab WWM OVER A COMPACTED SUBGRADE WITH CLEAN SAND AND GRAVEL TO PROVIDE TO WICK HOLES(NOT REQUIRED IF EX CROSSOVER TM 's Elff OF WzALTH 2'MIN.TO GROUNDWATER(TYP.OF 11) PIPES ARE WITHIN 6-OF BOTTOM OF POOL) APPRC VM PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING , R-EFERENCE NUf&,3ERL., POOL DETAIL POOL DETAIL POOL DETAIL POOL DETAIL VESE DRAVIANG g OF 2- SANITARY SEPTIC SYSTEM PROFILE (EXISTING LEACHING POOLS) aRRS INTI" . NOT TO SCALE ° d d PIPESCROSSOVER �@ 20"O.C. a NEW 6'SANITARY WASTE PIPE PITCH 1/8 INCH PER FOOT da 4 12'0 X 6'DEE 4,500INK O a GAL.SEPTIC�fANK ° d a ° a 4 NEW 6'SANITARY WASTE PIPE 4"SANITARY WASTE PIPE PITCH 1/4 PITCH 118 INCH PER FOOT TO INCH PER FOOT FROM BUILDING, ° ° a aa AND SANITARY MANHOLE DISTRIBUTION LEACHING POOL d a 6"SANITARY WASTE PIPE PITCH 1/8 AND LEACHING GALLEYS a d d INCH PER FOOT FROM GREASE TRAP <1 IFa 12'0 X 6'DEEP-4,500 d d GAL.SEPTIC TANK d 4a a ° d a d NEW 48'0 PRECAST SANITARY MANHOLE a (SEE DETAIL SHEET 1) � Health Department Approval Stamp GRADE EL.12.3 d 4a ° d a a 6'PVC WASTE LINE12'0 X s'DE P-4,500 3118113 SCDHS COMMENTS PITCH 1/4 INCH PER FOOT O GAL.SEPTIC TANK a� 2118113 SCDHS COMMENTS E/ONE EXTREME SERIES DH152 EJECTOR UNITINV EL, 9.6 TO SEPTIC TANK 0 �INV9.8 � 12111/12 NEW TESTHOLE DATA (TO BE INSTALLED IN ACCORDANCE WITH HE d d DHS COMMENTS MANUFACTURES SPECIFICATIONS) ° REVISIONS NEW 48"0 PRECAST SANITARY a DOCK MASTER BUILDING-F.F.EL.8.2 MANHOLE(SEE DETAIL SHEET 1) 4 aw Q� t"I�"c , GRADE EL.8.0 d d 4 NEW 4'SANITARY WASTE PIPE z 11/4"SANITARY FORCE MAIN NOTE: NEW 6"CONCRETE SLAB WITH 6X6 PITCH 1/4 INCH PER FOOT ZD (PVC SCH 80 PIPE) 1. SLOPE PIPE EVENLY UP INCLINE AT FRONT OF BUILDING W2.OXW2.0 WWM OVER A COMPACTED 2. RUN PIPE AT A FIAT SLOPE FROM THE PUMP STATION SUBGRADE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York � /% n s TO THE FRONT OF THE MAIN BUILDING. State Education Law,Article 145,Section 7209,for any person unless acting under -INV EL.6.8 INV EL.4.5± PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter i . .,y4 ; INV EL.3.25± + any item in any way.If an Tem bearing the seal of an Engineer,Architect,or Land s:;,,. HIGHEST EXPECTED GROUNDWATER NOT TO SCALE :� •; Zo Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the \ ,;;•.�: ELEVATION(EL.2.5) item his/her seal and the notation'Altered by followed by his/her signature and the �'t.RF ^17(1CIr' -- 6.0' S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT 02 date of such alterations,and a speck description of the alteration. ' PROVIDE 9.5 C.F.CONCRETE ANCHOR FOR BALLAST Scale:N.T.S Condon Engineering, P.C. MILL CREEK INN AND MARINA SANITARY SEPTIC SYSTEM PROFILE 64,300 MAIN ROAD (NYS, 25 1755 Sigsbee Road SOUTHOLD NY � NOT TO SCALE Drawn by:JJC Mattituck, New York 11952 o F (631)298-1986 (631)298-1986 fax AML Date:8/14/2012 www.condonengineedng.com SANITARY PROFILES 2 1 h KEY TiVi"AP CERTIFIED TO:NORTH FORK LENDING,LLC SANITATION TRIANGULATION DIMENSIONS SURVEY OF COMPONENTS DISTANCE TO TIE CORNER SCALE: 1"=600' 0 1 A B C D DESITUATE CRIBED PROPERTY / ��•o GT 46` 49` 15 8 0 15 30 456 75 90 1015 120 5 150 �/ y STI 69' 41' AT JOB NO.2004-488 S�2 57 46 ARSHAMOMOGUE GAAP NO. _MH1 51' 40' TOt"NI OF SOUTHOLD FILED: MH2 55� 55'' SUFFOLK COUNTY,NEW YORK Q W1 5I 109 gtUE � REVISIONS: S.C.T.M.DIST. 1000 SEC.56 BLK.07 LOT 02 4.1 Gry F� F�O�© ADD ELEVS FOR PERMIT 12945 VV2 61' 141' LLI U tv - _` LOC.NEW FO UNDA77ON 428.45 ' U �P. �Q f - �� COMPUTE LOT COVERAGES 4/1 IM LAG 261 71 y y Q ti\ ,%' UPDATES PLOTELEVSIMBASIN426,9s LGZ 13 91 15 0 15 30 45 64 75 90 105 120 135 �! P '� / l� UPDATE SURVEY 506M t 5 J LG3 21' 81' p � 0 � � `tP // ARECCALCELEVS&BASINELEVS�FACILRY724� LG4 30' g6' , SCALE: 1'=30' DATE:DECEMBER 3 2004 J ! cV it+ }- I Q ry = � roACTUAL WATER DEPTHs724R& h�{flF �IEW1, LG5 42 109 U CONST�7ION t�i47 - �,I nl Q,Q �2 q C/) \� REM.PORTABLE TOILETS,LABEL EXIST. �' t �Q� 1�' LG7 671 139' _W ` FIN FLOOR ELEVATION 1/14M i� �' �p LG8 62` 137' �� \ 4 ' LG9 58' 140' 1. G \ d� Mme; - � �: - ^ � ® , •, TBP 11DE�S OFFSETS L ASBUILTW/TOPO9/3048 {n U U `., ,UPDATE.10//10 1, LG 1 D 55' 13926'' 10 NY5DOTLOCATIONS32"I q EJ 31' IREV.CERTS ANKREV.SUE PLAN&7/11 LL TETOPOFBEDGEOFSTONEAREA � D!X•,clSION•S AS PER OST/LLER (-13UDD'S PON© UPDaTESURVEY 1129/11 \�^. �� p , LOC.FLAGGING&SPOT GRADEELEVATTONS 3113(12 "c0 }n� : SANITARYFORCE (MAIN AS PER OTHERS �. LOC.NEW BULKHEAD&ELEVATIONS 821/12 �:.D, ` WATER LINES AS PER OTHERS $� PLOT AREA TO BE REMOVED FROM FLOOD ZONE 10/1)12 / REV.METES AND BOUNDS OF FEMA FLOOD AREA.12(1 2 �y Qn LOC.LOW SILL BHDS,LOC.CLEARING, (y LOC.RIP RAP,LOC.GRD RAIL,STAKEEN7RANCE 12127'14 4ESTAKEWEST SIDE EN7RANC£LOC.DOCK HSE 1 n5 $oPLOT FINAL SANITARY&WA TER LINES ADD RIGHT OF W Y ALONG WEST PL 421!15 GA1 � REV R.O.W ALONG WEST PL LOC.6!16(15 LOC.ROCK WALL,MHW,&TOP(SLOPE 7/x(19 REV-CERTIFICATION 9(18/19 9J'y QQ� PLOT APPARENT LOW WATERMARK ASPER AS-BUILDFISUFFOLK A LSURVEY FOR SCDHS ENVIRONMENTAL 11111119 JEFFREY VII.HADERER L S. NYS LIC.NO.:050536 moo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS TKArFORKS Date JUN 3 0 2020 H.S.Ref.No. 9'��� t� IAM)SUR VM]VG scamm Q 199 w.MONTA I HIGHWAY,UN7TE3 The sewage disposal and water supply facilities i tut�NEAIN NEWYORK119th at this location have been inspected and/or JUL j (V)631369-8311-(F)631369-8313 certified by this Department or other agencies o°� email`twi'7forkSl=d,nnvey�y OOXOm �fL cr and fours bo satisfactory. - '� o • COPIES OFTH/SsURVEYMAP,EITHER PAPER ORELECTRON/c,NOTBEAIt/NG THE LAND SURVEYORS 1NKEII SEAL Oil EMFd7SSFB SEAL SHALL 11C7T BE CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE "° '' IL CraigKne r + pper, PE., Chief Office of Wasterwater Management , 1 e OAD MAIN (STATE CSR rog a� VG T�TRwJrc w vALve cdaCTE S89°52'00"E 98.42' oy 0 m l�sP/iu Ist 3�vriRANT aVllE� - �•_ z ti ` 11 I -- APtrory n' Pas. , t , S1A WALKWAY LAtFP C C._ dSL-• POSTG-R Wf O LGT �• P0� O N P> t t t.','•',,'$TEPS 1J _n�UL © CAN PI O LG8 � �RO !! 1ff ( FSP INLET O LG8 taiOP HdLET t,' ;',' ;�_,, • �8 ASMW.TPA='1GLOT O 0 0 1 t I 31 O MNV Z 0 LG9 Tz o t{ GT i OL j; SLAB D,.TR8UT1f3R`- K�gATE �ROPENLET �� l f1 fes'- R�-Bw COVERED AttRARYfORCEntAM 141 48.T � 4.0 7.41 t \ 1 SUITEWN-KWA ' r} ;wair; E 00 a � 1 t W/ S7 F?a0R 1 2 STORY g ILL FRA �N `w t ' 18.7 + (RESTAURA" , _� ➢ING " �}ITPOtE Q t; FIN.FLOOR=EL 13.5 _— ❑urn( =Z 1` t oN car+a- a 1 ST0 Y FRA BUILDING 1 - + z tAooD R OQ DECK OVER a + 1- DECK y�IT}I Z,ad FL irn I, STEPS D�7P lNlfF G) IucWAr ypgpDWA t �� ) 1 l; yVppp aclLrUiEAD TW EL•1a.v -- - o -n , t ALRAMP waao �-i-'-" --- �. Qt� PLA .- '� ! g' � `32 1 •> Litt P 'm t �J I 1 MDRC6 � f 1 OWT Q rn o a oCD Do D t 1UC��1 1 l; I 0 Z im f, Mo IL o cz`n � M t wLE Opp RJL.ET �ppINLET 1 '� • i � 6 1 tf ss' 0 KCCAAN ® DRpp1NLETWOOVAO �; • / J '1� �VFB�g DROP RIL£T n POLE GAN CURB Pptf Z m CbROPIN m X11 000 1. WA A P!A I t > CbROPfNLET 0 —n 0 1 t I; =fir = i FLOOD ZONE AE ,EL7 , —40 X ,�,,,,o� m, LIMIT OF MODERATE WAVE ACTION - , o ------ — — — r._•-- o —� a 1 , t tF t a� ck� -------------- o 4 / TOP OF BANK AS L� —t--—————— OU t ..► TOP OF BANK AS LOCATED ON 7/3Ell2Dt9_— — — _ AS OBSEFVEDD ON 7 99 1 •� WOOD _ STEP PLAT ggoSSERVEDFON 51 . .—_ . . . 1 WATE --OBSERVED FLOOD ZONE VE / t r S 86°2528'W 294.18, . \ K v v �� 0���19 �' pPPaRENTAS P�a oN�����r -- �R(IP `t 0' t r • • oma, S1� 1 7 00C . Oi SPP coo� a0 0 VXN ` /L EA,snururANmlRST/FmmFAr� Z �• 1 ASr�ot) GO{ sTrxr ruRrc CA YE uuR G'j _O UNRCf DWARENOTGUARANIFID t UNLESS PHVSILALLY EVNER AI iNE TIME(Y SURVEY THEGRSET(OF OnpEmc,'s/&H To THE HCREON rRUKESAREFORAS E FC PRUPERFYLINE$ARE RJR ASPS RFC PURP(hS 1.11(ISE To FHFRFFURF •� ARE N!,1 MIEN DTUGIIInFTFIF. ERECIIUN OF FENCFSS,REIAIrv1NG WA1lb',fYAtb,PATK$',PUNTING (0 AREAS,AOgTIpJS N"JILOINGS ANO ANY UTHCR(.UN:TFIUC:t(UN � UNAUTFpR2Fp ALiBATIGIVORAWp l` IU THIS SURVFYIS AVILYATIUN CY SE�TkJN YXAOF THE N£W YLNM STATE ' LOT AREA:131,062 SQ.FT=3.009 ACRES rYIWEG(X THIS NRVFY MAP NUI PARING --� ErHMF.JunFD USf OMOEAo U 1 , CURRENTZONING:M-11(MARINE If) O OTfftFUY PROPERTYIS CERTIFMATxJN51NOIGTEI HFRUN SHA[L RlIH GN(YTO TNC FCR�UIVI:)(OR YAYIMTHE SORVLY • • 6 PRE ABED ANO(x1 Hl�fYHAL(10 Ti{ MILE UJWAN I.WVEHNMeNIAL/LM.YANU RELYLOCATED IN FLOOD ZONEAE(Q 8) NUI IN. ^111-1JSTE.^ F-1 ANO I I AS DEPICTED ON THE FEMA.FLOOD INSURANCE RA TE MAPS FU 'AS,.'/,NF I•,UI IHE 11 N,uN[. cRI.;III AnL. N r IHAN:.IERAH F I PANEL#36103CO159 H- EFFECTIVE SEPTEMBER 25,200 Trl axxrxmul nvc�nuTx W.•r,R aFrrw.r/crn i LEGEND EXISTING PROPOSEDSEE CURB TRANTION ^ 6 BELGIUM BID CURB � � e � DETAIL SH 3 ' • DRAINAGE CALCULATIONS: CURB 5 > O O SAW CUT&RESTORE THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA MANHOLE GRASS ' c 0 HEIR EXISTING PAVEVENT TC$ � �,, 2'RAINFALL. STORAGE TO BE PROVIDED IN EXISTING 10'0 DRYWELLS / ��,.31 - �@t � PROVIDING 68.42 CFIVF OF STORAGE. THE DESIGN IS BASED ON THE DRYWELL 0- APRON - / BC 8.3t ASPHALT H HISImci S11A n �' o FOLLOWING RUNOFF COEFFICIENTS:ROOF AND ASPHALT PAVEMENT 1.0, e S1Gk 2 � BC 8� .o��� 5�9� ROOF 1.0 AND GRAVEL PARKING 0.50. o [� �. 4' EXISTING SEPTIC SYSTEM TO BE TC 8.53 4 " " SEPTIC TANKIGREASE TRAP 0� x 7 DROP INLET EXPANDED(SEE SANITARY PLANS) BC 8.03 1" �.5� . • ' SEE SHEET C-3 FOR CURB AND DRAINAGE AREA A . T[r4,] R STORAGE REQUIRED: � \ T T1A110,0 TC 8.90 i • . _,e' PAVEMEM RESTORATION DETAILS IN PAVEMENT AREA: 3,710 SF X 1.00 X 7112=618 CF LEACHING POOL 0 1 BC 8.44 N.Y.S. R.O.W. GRAVEL PARKING: 3,500 SF X 0.50 X 7/12=292 CF BW 9.0 i - BEGIN CURB TC 8.1 TC 8.3 TW 10.9 �- ' _ TW 8.Ot �� ROOF AREA: 5,091 SFX 1.00 X2'/12 1,759 CF ROOF DRAIN - - - - - TC 7.4t BC 7.6 BC 7.8 BW g�'` ' ' _ PROPOSED TRENCH DRAIN STORAGE REQUIRED: DRAINAGE PIPE o SEE CURB TRANSITION (STATS . • • - PROPOSED 12"0 PIPE 1,759 CF 168.42 CF/VF=25,7 VF REQUIRED DETAIL SHEET C-3 BC 7.4± TW 11.2 to. VTR`, SANItom' . • • ^ - 1- 1112 EL],7 TO ORYWELL TARY SEWER • • U n , STORAGE PROVIDED: CONTOUR -�- . . . filL---------- BW 9. ` `-' B„ �� EXISTING8-10'0X4'DEEPDRYWELLS=32 VF if EI)0 VkVE _---EP]•4 __^ _ V---- a TC 8. 5 9.2 �pW A PROPERTY LINE _ T6 _ ___-- --- ---- -_ DRAINAGE AREA"B": SPOT GRADE ��- ��_______-^----==--7� J -- --_ STORAGE REQUIRED: EXISTING HYDRANT I ___ __----r f�� /r 'i0� 9.5 9.� �� 1 1 D W„A„ PAVEMENT AREA: 3,171 SF X 1.00 X 2'112=529 CF TOP/BOTTOM CURB HSIL 049 r TC 8.9 ELEVATION [Rill r , BcaaS�-.. :� O EDGE OF PAVEMENT w w '� ^ELI�� •II.I' •...� � „ � NEW DRYW9ELLS(DW B )FOR STORAGE REQUIRED: � �:r x.,I°• TW 10.5 r1 ' /- ' a� DVA" EL:7,6 Tw'i 0 5 STONE AREA i r ....,. -�-pa;11 �, ' O +���r Q RAINWATER RUkO\ FF FROM PARKING 529 CF 166.42 CFNF=7.7 VF REQUIRED TOP/BOTTOM CURB Tv 710 I BW 6.7 t ur / O \ SURFACE SEE SIRE PLANS \, `` c'r ♦8.7 �`, STORAGE PROVIDED, DEPTH SOUNDINGS 11T•.- r 0.u.1 / 9.7 p , i ••� r • g EXISTING 6-10'0X6'DEEP DRYWELLS=36 VF o I r 0 1 12.3O y / 41 C:> I 12 3 ^i ' O O - EXISTING WATER SERVICE I *__-• -`� Q 4 �DW ` lu O O y1 , � v , O~ +9.$� pw„A 19.5 ! , iBW 8.0t EXISTING DAYWELLS 0 EXISTING DRYWELLS A - -- -�a.o�n9 lau �3?1 / 10'0 X 4'DEEP - EROSION CONTROL MEASURES 10'0 X V DEEP ^� 1 �S' `- q,E TYP. OF 8 i 1 � 10.1 4B.I �*� � i / EISA 1 ,` � ,/ 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE TYP.OF 6 1 - e.rt•ypY F� E 1 a.0 NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND TING 2 S 1 t^.•JJ�� ' SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TW 10.5 I VSBD �� y{ ��"G 14 l 1 'i ; /"/' TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS,WATER COURSES,DRAINAGE BW 7.5 BUIL " ` �� J U INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE IV "�^•��� ' I 1 1 D v V ; ; DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE BLDG, � � 1 (RES{ 7 4, 4-9.� 8" ', Y M FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED. E S9 G.F.A 4,4 j I8Z' 8'9 �►t! &TbM g I `i ,�`� ��` - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN a CK `� `, �___, UNDISTURBED. r INCL-' 2�$ S.F. }3 5 7 �1' 9 oar PR D SANITARY _ _ = EL' i --- - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF T 7,\ SIN FIRST FLOOR --- F CE NFROM ,,. w` ,bu„wn EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. MA RS *��►�°•° '"° - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO B LDIz REDUCE RUNOFF VELOCITIES. SEDIMENT SHALL BE RETAINED ON THE SITE. /� ! ��I / L� 1 D w, it _ r� SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND°'� � MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE'NEW HT EL C. / j E 5r, ?_ ` - / �'� / , YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. E BX A WN' 2. SEDIMENT BARRIERS(SILTFENCE,HAY BALES OR APPROVED EQUAL)SHALL BE B» �` ` u _.�,4 INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION u , OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. lJ 1 l ` ;, p ;, 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STADLIZED I PROPOSED WATER SERVICE 1 ti'1„ L^ `/I THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL 4 I / BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS, 4 G 1 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM ` o J 1 ( 1 1 l � ! X4J+ XS,1' � I I`, ` �� l 1 I ,'t �''� D VV,`�i I /'i ?` SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, B 1 I '{ I �y., ETC.AS REQUIRED. it 1 ` l 5.+� l , } INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE rc a 8 ', �` PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION V� > ,, " FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE j X44 � i ;� ' � �g , � 4 I I � � ``, ' MEASURE INCLUDE, E NOT TECLEANING 1• �. '' I I 1 SEDIMENT BASINSOR TRAPSEDI ENBARRIERS,BREPAIR RMS,DIVERSIONSAND INLET X5.7' 'I 1l'�i I ! a 1`moi/ 1 ', PROTECTION. ` i 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST:DURING CONSTRUCTION. r� 4 4,1 1 • ` ` --� 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL o n 17-1 C� � l x �, r , _ '�. AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE `3 Z I 5� 1 r \ 1 1 -f CONSTRUCTION ENTRANCE SHALL BE MAINTAINED T 1 z d f� ° I x5.2' x4.6' I 1 \ ` , Il �-• )DIN UNTIL THE SITE IS PERMANENTLY STABILIZED. DV opo 0 7;0 o i 1' , ` \ ,� \ _ R _I-�1 i ` j 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN 1 D. AFTER 0 �' I x5,0' x i', I ` � -C D �� DRAINAGE AREA MAP PERMANENT STABILIZATION, PPLACE UNTIL UPLAND BAVED AREAS SHS ARE ALL BE CLEANED ANDRMANENTLY THE DRAINAGE � -� z -D+ ;q ( 5.1' i' 1 ',� "B r 1'=lar SYSTEM CLEANED AND FLUSHED AS NECESSARY. cn , ,a� I ' x fTI I Ii 42 0 „ -o t '53 ' l llUll DVS 0 1 B» \ 1 x3;9' x5,6 X4.5` APIPROVED o , q � � � �tt t � � � r-► . PI.Ae•,rNING BOARD TOWN' OF SOUTHOLD DATE 12!10!12 DOT COMMENTS 8/14112 DOT I SCDHS COMMENTS / RE SiONS 0V- NF_ �. Ni � o G? t� Plans are prepared by Condon Engineering,P.C. It is a violation of the New York w r" State Education Law,Article 145,Section 7209,for any person unless acting undei the direction of a liter sed�Engineer,Artitrted,or Land Surveyor,lo atter a item in a tf an item bead the seal of ah E any any way ng ngineer,Architect,ar Land Surveyor s ahared,the altering Engineer,Architect,or Land Surveyor shall afkx lo Cie S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT 02 item hsRier seal and the notation'Altered W followed by tKsl w signature and the date of such alterations,and a specific description of the afleration. Condon En ineerin P � MILL CREEK INN AND MARINA 1 -29 g 64,300 MAIN ROAD (NYS 25) 1755 SkOW Road SOUTHOLD, NY Drawn by JJC MaffW, New York 11952 ®� (631) 298-1986(631)298-1986 fax G RA D i NG & Date: 3110!2012 www,CdridOnmgif16 dng,COr11 DRAINAGE PLAN NOTE I m 3L'TW:SYSTEM WILL CC NOTE an-DVrr= A YUAK ONC.£ 1M M141' I� Ilk FREDERICK AIND Owle Its 06TOOM THM �'-orr �. ROBERT QUIF'.1r'F'lE1+tT 15 RLCwARW rvTF" lftAR � � „/ 4 wWEBER 40 1 um"ySITE DATA mix W7 �• _ .�-- SGTi 1000-56-07-02,�.., .. or � , j w PROPERTY 64300 Route 25 - . " 570T.? � 'f 1 T ADDRESS: Greenport. NY 11944 rl,+t ,,, •.+ Rcx� Q ! -.' -., ' bdII.L CREEK PARTNERS,rLS ,1,L•M (STATE ` 1 OWNER: ,, , • e�•- ' cn,l+' c�i,�.,�,,,ti ;�tAA i**,T� . •---.,-,.,•. r, T#S, I.LC o �'°„"R ,� _� ,�.__ �- -- "° t 'E ��ISrYt SITE: 142,441 SF 3.27 ACRES -. .. Walk”Kk .+ ;.,. � . N e+r,�l�pb' rt ., 7+r,;y. . ' }'� LAND UNDER 57,885 SF Int� r r y .- SjGz 411 I�TtD J 7F IE.i' Tiy�� .� „ ti WATER- -2, t , 1 o' ►01. r*c , '*, - •1 ! !� ti �w ZONING: M II {2►fARINii Ii} • ` �” ' SURVEYOR: Hands on Surveying t t r � � ,1 ; ' °�� � s 26 Silver Brook Drive p,.,M ., '� % Flanders, NY 11901 , « : ::: � .... _ ; ,. r ! .• LICEKS1; #050363 tNTi arm gI W DATED 6/22/2011 MTaC M+al� � r1�++R fi�� 1 "rr■ � S � � � �,! t< "0 l L K f YARDS: (PRINCIPAL) ~v oua Prue EULD ti !•-. f t i 1 a FRONT 35' + w0moff V.,60 1 wlaTn+n.rLrn►rrxc r `WY- cam TO *_ `. r+lrmrrsooR�10,�. , , '� `, SIDE �OXl:), ' M"46A W op �-=`i �. rM" ZO► I♦ SIDE I30TH�:250 rw. p/� , II f ,ter ti ' ,� , {� REAR: 25' fr I�+O,IT*i1► T+ PR OPOSY3 r r+1u+e" ruff ' + ,yt ! + 1 t l '�Ltir - � �I ADDITION '�,'l,'�l,,, ¢'' , ,. •, -'` • r• 1,_t� ,, z , �� LOT COVERAGE- 307 (MAX) rr.,� J u � f � � ,. � IAT AREA: 142,441 SF �..� AREA UNDER WATER 57.885 SF T; F--I i ^ +I • �`°'- t ; i + * ti,, BUILDAF3„ AREA": [34,556 SF i r�oftL rtin,aurLrrr 2 - 1'd 'M1 owe"M,iw - 1� - �� ( r *�'�„ t` ` ' � i ', " s '° EXISTING !AIN BUIUNG: 5560 SF l PMR ft __ - ` ,� ' ` J �, �`' EIGSTING PORCHES: 349 SF ! 1 • '+` y �,+,��,,,,I„�,�,�,,+. �------� 1 , o «r t..4'rAawF p Io�oo-�6-c]7, EXLS T ING DECKS: 1334 SF lrtre�u+u.ne.�oc+��t�veer.r+cMr, i , , 2 - 1C' +1*�!'_ 2 - 156'1 �' + ►r ,ARTY L EO BY MILL r I ti EXISTIN " DQGI MASTER: 2D ►�'�'' fGfi�K TART ERS SAIL2 E33STING TOTAL 7563 SF �pt�tae M.IM�► M!'CR pm 1 + —•--.•.•• r�_�.'I ! t " � w.LE...•L•r. `'1 J. ,, ...1 I " ,rte,• '' w+ C LEASE r4Gp=!'11lfJ r rC1R X Ale EXPANDED DINING: $62 SF Ai7DITIOTIAI- 1h1FORMATIONtRE,MOVED DECK (FAST): 5313 SF ' �tyr ,, i- 1�"�' �""'► .-1 jJ'm Now ora roRMERLY cc , } PttIHCq'1 PROPS LLC , PROPOSED ADDITION, 124 SF TOTAL BUILDING ARRA: 7687 SF ee.�err s ,� .ti' 1 r b IAT COVERAGE: 9.1% 0 u r 1 ars 1r r t d ' ' "� -�''"--..�'--� FEMA FLOOD ZONE: DRAUJINC& TITLE: TIPP�* VATW RIAL,+o» , 12cs+ax�rw"s'ba*r PROPOSED ADDITION: FLOOD ZONE "X' ~' SITE PLAN 9"ire e . ...._..,..••.---� ` , ,AI`,�ter.=re'''" ( ; ► � ^� , �;`-..'„•; ...,.may ��,�""-'..' "' �,�' f ' 2 = 14' Tb 0 r t „ r NYS DEC: . +� { �. �' r` ' _ ' LETTER CSF "NON- JURISDICTION" rye.mw,,AW, may,.,•" r # t W��,,./►, #�Do� I '2 - 10' m w.,err„ � f. �r� " � � � � ' L'LAI1?Chkrr , ,yam +tr..e,xK�►+Tarr + "� - f3�6 '••.• Me LJhC ",�ZGl+�X: rr t l--__ ��" vflr%mWp Am"r'�"r m " Y� � �� 1 1��T � cxw~1 YM5 (a F3�PbLs > fCL 1 ia7"" c_�ss t ti' 1d` SUPS 2 - , i rr�w"m p" •r r 1 - . ppm�treaa• + j - 13.5' t . r •-� t 1 1 I 1 # ADDITION: ' WWI ' 1 s:::_ �•. s.wr +*' 1 YACHT. CLUB wick pv �t - 13.# .�,rrn j ' ! ar i tSI.L CREK PAIMI ERS,UC e ,n SMT IrrRtuelrn r r •e . • 1 }f i,+kM r*TM .m eer�c+►�od r,es" 1g54Q RGIITF 35 p.r"Inon�e, fj I " " - X43 N ,�, ��.- ,I f f GREEFIPOC�T, 1#Y l+trLrfM6 DLLAr' .«'r"3 ; ' #3" ---�, t ,1 -` ,' F�,►,...-'r,'�'4 par.A0ronr 1 " I TM OP SOUTHGM ormoyw R 11W l ti •-- { ' --�,,•,T w SCTHS f000-54-01-02 UNIT Or- 2 � _--� r ' A>,`R , ley ARCHIT•ECTI , * 1 r r-' sa-2-44CATE12 My'Sv,'roLK rare •e tlPROWt-wITAL C-CW%„TI1N)5, t r • D L0A to :^e ' t TTC@l �{ f 7HC. +III slob Axa`1L'}�Irinv cN R. w +va.w•r ,.r_`r�� pe (r."-a '}� rl J X3111 41 EDER DK R Mt1..�E'1:! •t1 EAST MAPLE ROAD to Rt+Y.lr r"tNl'++r+r• GREENLAkUR. NY 1140 ' i � .'�i..•. ��tANA'KJI. xarG ;a t 12 - . • l '* y ;t '' .''''.. tra• 'o✓+rer�Tcwarrra� 52 NOYAC PATH 2 - ;,�'' +� ?� � " ' t L� '� WATER ;MILL, MY #lilt TEL 431 154-5555 ly • ,�'� " � i-�� "� ,, 1 ,. - E -",.•„ #weberarchlteGCfyayoarc+.m ADpRl�ro ri ` I J 2 - 98.5'r 1, } .., x SEA(.; _. ---_y.,, o wio ` Ana► 0 � yr• troG�1Y au. •' eni eu.ue,•� , t , V4,1Jt ACIL'�owLF.t5Gr5 THAT T'tir m%-'runt.-'ri 4FT'1F�(if:PLANS[ I rnm n ••" 1 nAf3r►E ropm�1RC m lifiE RP,5{�MMON Or Aft'OVAL NMI n 1} �, P! r . _ • jj j?, LI. AccE]'T�Darrcom-nomo RLSolLmorsi .w+AM T f , 'r" 1 � (9p r` Llt+ nrAse rnt%-r NA+tr. Grx - J�] Vu "'4� PAWK Z ► lxsrx Ielo rP2 A.••0+404A*,a ry pal".,low -� r •fr+�+ a r.► Oeurw WM&Rk�. � t � . r 3:y++• �'rY'* � �J�' �O ; A momt"i %%TF LR Ar7 P! + �, ^ r'••�i(.G+ *UNrP4X�lfV TS/.I�T'?x1f•} ' , m ee 7rr'*vYsn,T"..►K'r or�n..rin __ l.,L�lRl�' � ' � f• �� AUt114rt1 !ru slcN,'ri uKr: r +,ti•,eecrrmrrr►c+ma I , . IP9GNIG t. o" _ _ 7YaMaWK � ,,..- . r"J'1'RtJti}1l liT _ ,,,.....-_ •_._._...,._ . �....,....._.. •-•,-„.: "•--•,. ` ���,.-- r `f'1`Qµ;VvrS447H�1.nTL�It+'r"CwCAI�J,�4i� 1 #CI"1 L&A 51LL. ! 1 Y rc.�irn""� •---.. •,.�_ •-� "-"} ?� +Pd �•.,r dUl.1Ci�'..r ! 'TNCI< " '�'!: 1C' !'y + 7”' � IYIiMI A....-._ . .—..«..._.----------......,,���-..� 1".�'�' - I L..�� �S , �I ti� - ;;. ,.......,.... •_ ,. R.� t ,� REV =1603, '- L-•292,75`..__ NOTE:1'Rrtlrl+o+oflhr[r+dopmrelpfaiemubetolNkeap,44*4of0..ikoapEy V4""[rot?[Se�•te cf aT;roTti o Fer coir=rr"as 2°b.l32A. l , % ��;.�"' • -�.. (TIE LIMt_ ALONG KAN H'GH WATERMARK)1fAf�K) - - i DATES. SEPT kI, 31311 SCALE: 114* - 11-01 PARKING w201103 ' '%RANW TOTAL 123 rr.�w�a,vn• tDR,gWfhLG' NO. mi fzr RAP D BAY � fir' SOUTHOL - NOTE: SITE PLAN SHOWN IS A COPY OI' • I=C SAMUFUS & STEELMAN, DRAWING SP-1 Al Dated: March 2. 2012, Last Revi!�cd: May 21, 2013 S- TE PD C3F A'I - - SCALE: 1 11 = 401=01 1 a r - f r f BUILDING SQUARE FOOTAGE: EXISTING: FREIIERICK MAIN BUILDING! 5540 SF ROBERT PORCH (FRONT): IG1 5F PORCH (SIDE). 182 5F "E13ER r DECK UIJEST3: 424 $FF f QOCK MASTER: S20 5F TOTAL: 1543 BF A DZ' NEW ADDITIONr 442 SF' f REMAINIING DETCK, 14 SF T40TAL NEW: - l SF { PROJECT TOTAL.- 1481 5F r f f EXISTING KITCHEN r � 1 r � rXISTING r MAIN EAITRY ' 1 EXISTING i i 1 I"{AIN LOBBY r I r J I 1 f t I I I t 1 EXISTING F t 1 DINING ALCOVE F I 1 r i 103 SIR j j I 1 11 I r Fireplace I t 1f 1 r 1 1 �rcplace 1 j j � � - •I••I •• , II r I 1 1 1 + N I I 1 I ReV1ea1 Door 1 1 _ __ Suing? DRAWING TITLEe — — - - — -- — -- _-- _-__-_..-.--_ — ......�_ � ------...... — — — — — ..-.._: _ ._ 0 I�ICCa Interior Doose to K tch Ekt�.anr _ - �---- -r Xs-1 GIRDER ------ ____-- — — —;— ,., .,. IST FLOOR EXISTING--------------------- _ ._ — — _ -•�-: �' StIUA12I= -_-__- 1 I t EXIIS/T�1I'IJ/G :CISTfN --------------- _�L ' _1L.j ....., 'yy:.. �••- f . f �� $QUARE - I I �!` ''i'.I I J ne iii ik, IiuSi` r t 5TE L COL. QUARM '6 I I c SQUr+4RI~ _EXISTING t 1 o i J STEEL COIF I f 57EEL COL. � STEEL COO., 1 + �:Y�+'. =, f;. � I '� .''• 1:'1'•'1'• 1IZl±'t r . .J:, .: r d1 I 1 1 I y ( -3.1�I�'tl��.' •�'_'I L .tJ?�h,'•':'.'.'' .y.....,_.,:•.: `. . 0 r�► cc) r o 21 u, Ila 1 d I�� I l�� 1 M£'":+.:' :o. ::, I •v -0 It7. 1 1- ?1%)I 1•1'. .. ..G. "' tl r my in 46 I to Ir-I I J lel.' ?'r' :'In: .''• '�' 'X' I lv'- I +"� j��r' :',�. I,"{ , ADDITION: 1*Xr 1 r '' I�11` '' '►�,, 'Re' 'ove,�C3ea4'M' Deck::':•:':•:':':':�? ri.l.F EMatrng Deck r pt�+/�}1t�+ BAY+y I1 to ref I 13f + _ Imo• (y ,F � f�lC7KC':. �` �, 1- a':1 t0 Rettlq�9 F i C4VIAIL.. L7ri 1 : : �. ,',IEtc; '.. . .. }} YACHT 1.•,`. :� 7�--: •'1`� r. CLIJ� Remove Windcx.a. Doors, r C� tCLL X jX! j EICrST1tVG I ,n Walls, Headers t Column. �� � '1Y1•.��'1`.:'.1'�a• '- ':e,l ,T�; .a 16-4300 OUTEMK �ZS$` LtC wl au t1U' t w �� I }� f'rovide t Instill I: 1 I I. �" -tu. _ "�1' E]C15TFNG I I I 1 �' AIN DINING ROOIK � I +1) Steel Glydcre to Clear wl I.r~ `:>~:' .'�; GJ ".'I'�: EXIT OREEHPORT, NY oO�OK I 1 r I t Span Space, Vergro p`I I ';•; ^• 'EP TII��t};':[�11?�INdGy':fi t :"� :I" $ TOWN OF $OUTI.1�7Lfl r I I I804 5F 1 Column Laefda, ECC, 1 1: :.: ' {' 5CTl19 11000-54-01-02 r --------- - ----- ------..------► �----- - I + FI m ftcl•,�hgn•: .'�L2•.SF.' '.1• ••, — .,. ....,_•—, �a_8 iX5"Ir ,f $_R _ EXISf. W;GlC5� GIRDIlR' - I --�- --- --------------j ::.:::::. _ .1' �, — —•—•— — —.— .�.—„ .._._.—.—..._.._.._. -EXIS►. W1L?C�l GIRDER '” - ';' ---- -- ARCHtTECTi -------- EXISTING 'I ---------- _;•_--_-_ .._---------i --------------------------------- ,��1�-rL•- - ;'z is � ,.�� -- ... _ • � ra 'L1 1 14' SQUARE I I I 11 I �� ;'^ :•.rt'n :�r:�rH:-h'i'L't'rr: .•,+...' :':,'r i r PREDl;R1CK R, r � CALL e I 1 i fir.' a S'tf�ret;uf : ; t ' { 4I EAST MAPLE 1 VERT Y .STRUCTUR + , ,r 'Calumtt.:. +� •; .•,• ;:1 M PLE ROA STEEL COL, I I �• 1 1 j i a QU75� I - , d fi ,ir ......• 'LE1= •l E. f R N. XY IEJ#O urI w J I 1 1 1 ° IY I r r, r I 1 i '' ' 1 ` �1 r�� { SZ NO YAC PATH 4 ,xl O I r 1 1 1C I I r,r`• 'i ... ''" Re-Can tri tUATER MILL, NY 11914 C JL 111 1,r;•,': .':...,rr. 'u' .�.{ a ct f .+ sl u, IJuf I M ISI I ^• �. I t I ► a' 1 Desk as Req-t! r � 1 • ry TEL 431 '151-6555 1_f J -i Illy' MS � I � SIE:: :r" .................. •' . r�'..'� ------------- - 1are4erarchitacta ash04.c L 1 1 F- I 1 I ,1r 1`.'.',':,'.'.':.'.'.:'.'.Y, ., . ' "� - --------- SIE IQ I r 1 I �' 111' r.�..B I .Y•�.L.—Ir— _ {iry �I 1 Irl I ,n ! I . soles' :►n .............I'1` I-'l'-•`..',�,- :GC.I:' n ED) ..__-_-. �. IX� r r 1u, r JC3 i r1.. ;�' -- --�;I• ,1 SEAL,• , C'1 � �1 l� Ir 1 � C 1 1 rlr.' •+'�` -,-+...:.:.•:+I;'I':,':.1,. ,, ; �' '•;+ 1, Sc h ••�� W tiro a ice) 1 If , ::+�flrlr•. :J•'R�naJC I''d',.'.;. 3 r r- 1 ) 1 I t �� +LJ• I ril: .. ;;i' .rtvrr�# f7e,1�:�: ,, '•' i Ne'a Stair T �• ++n + P II•-f 1 ' 3. 1311 r+J: ,^. : :r. . I.�.'; r-• 1'�iJ,d1 u t Reel I�'11,r•': ''''' ,,;,1_'L: ..z'�.'1:. •'fir• L` r 1 JLJ 1rJ I t111 I1 1 r- •'• .....:W. ..... Y'Y if'idu i•i• � - 1, i.' F 1 I IJ9.1' w Iz „rt'• .,......_.:'r:t. a'.L'::.:6u• -.'Jul• � � �'. I EXISTING I 1 EXISTING 1 � I t=X15T1"�G T I f a rh'• '� � - .'•t.'1:'.: .,� 2 � ;�^� 14 SQUARE t 1 4' SC]UAIRE I U R� EXISTING 1 ( :l:1nYYYY1�—�/{•,• 1, r: a STEEL 922 EXIST. STEEL IR + f I STEEL L 6 1 � I �' SQA 4` SQUAME r r r' -r:�: :;NGIII':•';.'.'..'.•.;Ij r, _ ---------- G_OER _TEFL COL, PEEL GIRDER r I STEEL COL. I� t•t, �" SQ[1AR1:'a _ - -----•------_ ---------�XIS_T._STEE_L GIRDER STEEL _CCL. :,.; :':'.:'..•::'.:':':'.:': �. :':.',:'.'.'. ,:':.r" IEUJ• (4F'YJ1R17ER':_'::::.'.;'1`:'.':' ':';ST1 —!rM•' .—r• _� 4•�i+Whiwm l.Y.r�n..Mif�e al al L.2 Exrstln� UJind�ae >=x�a:an� IUmdaus - - -••1�- — — — — '-• r • � . Ex+strng L°Jindows Neu IJrndows to fyatth Exrs;mg Y ' i�rNf''' i� '•_J' -,, j EXISTING APP-OVER 11Y' i REV,J 1 P].+ N NTNG BOARD r DATE: SEPT 12, 2011 IE PT Or SOUTk�LI� I SCALES 1/40 on 1'-0' TE JOE NO: 6201903 211-11 1/2, 1'-5 IJP' DRAWNG MO. f FLAN • + IST FLOOR WORTH j PRELIMINARYA2 . r OF Al J FREDERICK - - ROBERT WEBER LA _n r--IRR — - — MCfiI't'ECT Ilee I U F1 rl 169--m — NWNih - — — ...� . _.•T-_-. - — - + . — • — _� -•— - ..._ . . b Imo— ) i �i A is 1 I ._. II �, EAST ELEVATION II SCALE:1W 1 -0" I—I so TH ELEVATION plwl'* warn Amnj� SMLJE- 118 G 1 -Cr DRAIUING TITLE: ELEVATIONS de n n FArmEd J08T - ADDITION; FECONIC BAY i T tree --- _ _ YACHT CLUB �_. MLL CREEK PARTHER9, LLC 64300 ROUTE 25 GREENPORT. NY TOIL'N OF SOUTHOLD - -"' '' ARCHITECT: FRED'ER,iCK R. WEBER 41 EAST MAPLE ROAD GIRECNLAUIN.e MY 11140 52 H�OYt�C PATH - - - - - LUATE�Z MILL, NY 119'14 • _ - - ----.. TEI. �i31 Z54-i;►55S Eff . ts� �1�� ' �uaberarc�ctect9�ahop,00rt - 5EAL: 00 10 lips r'� �` 1 ii. s t t T s�rT cr r _ T ,fir, a r t i i sr ri r Y'erg+i' y t i' � .. y(l •+ ( f � 1 e f•l: t _ u ..I LI 1311- �" c=am�a r APPROVED BY NORA ELEVATIONI PLANNING eOMID -W EST ELEVATIONU------- SG�►LE:11d"�''-�" TOWN OF SOUTHOLD SCA►LF- X18" 1'4" DATE � � �p � o'���,U REY.� DATEc WT t2. 2011 • y SCALE: vs, P. r-O' + JOB NO. &201902 DIRAUItHG M0. NOTE: ADDITION ADDED TO EXITING ELEVATIONS - A3 OF A4 FREDERICK ROBERT 'WEBER ANCHMCT 1,4 E-4 h-t--I H z I I I I I , I I r I � I I b'• I fj DRAVNG Tinto El Incrr.aud ---------____, FOUNDATIONGdAn Lead t �-------_--- it I I II II •- 1 I I I I i JOB. ADDITION: Exeting Deck r i PECONIIC BAY I ra Rem��n YACHT CLUB I II rt I I I 1:L. ICRMK PARMRS.MC Eicstlr; , a t I I 44300 ROUTE 05 6A$�MEz NEU! I I I I OR1=EMPORT, MY � NT CRAWL SPACE i i TOC)N OF 5OUTHOLD Remove q I I I 5CT1i 10010-5i-01-02 L Co1.mr, Above MELD CUF GtRd1=R ARCHrTECT: 1 1 FREDERICK P_ VISBER 41 EA$T HAPLE ROAD '' P. Gc c. 516j i 4 GREERLAWM. KY 11140 I 62 NOYAC PATH Flood Ye.n I I I WATER 1`11LL. MY 11911 (Aa Req'd.) ! j Ra-Canetrust r I 4 I I Deck en Req•d I I I I i I TEL 431 15.4-5555 I I I Wberarchaect%e poxcm r� ----- _____ I un I F— —i r,,......_--_—__—I— _ —i------------ LJ HI F------•.� I I I r----•-1 I $EA.L.r E"ting � 1 I Remove-� I a '�-----*--I I +' • s, ; . ' CRA1gE. 1�► Cz cI !-5tar-t-RM i I I - ------a N w Stair � 5 I I I w I t-------t I I ------ 09 I +I r 4r I I r I Increased i I `,•' Column Load no Virnt ---- -,- I '�------{a ----- _ -t�,a We04 I ------------------ - ----- __----_-- n l_--------------- -Ncau 107 P. —cc ncr--------------..-- 1=arrdatian Wall ar, P. Cons. Foaking REV.o .APPROVED BY DATEr aePT 12. 3011 PLANNING 'BOARD SCALEI V4" - I'-O• TOWN OF SOUTHO'LD J0E NO: x201903 4'-10 IJZ' Ell-®• �•_r, 1�4- ATE � � � �aopoF DRAONG NO. ZI 11 IJP NORTH � FOUNDATION PLAN PRELIMINARY INARYA4 - Of' Al VrLny • N01E1 TM SEPTIC SYSTEM WILL 8E OUT TY40E A YEAR ONCE IN MAY FREDERICK • AHD ONCE M OGTOOM THIS PUMP-OUT ��r ` ROBERT i�pJll�'EM 15 Rl=CURED EVERY YEAR �-�-.!'•.�• •`•io r' -' 'WEBER T _.- '- �� i'• {` •'''•� ARCHITECT 5�3 T. DATE. Rp # � ' ' SITE DATA FEE: .-�-�",.- ,„"s-•,_.- t NOTiFy S� Bv1LD;'vG CEP AR •----_.� .�rrr ••-�i:r��. _� �.�------ '' 7S5-f81J2 8A'V TO 4r, TC --frT -� sJ,--- -`•., SCTM#UrLny 1000-56-07-02 FOLLOWING L'1'sPECTIr,'I5: "OLeNYT ..�^'t-w► PROPERTY 64300 Route 25 J 1. FOUNDATION - T1,;0 REQUIRED �, A Al T,a�ce .20• �:�w WWXW►r : r�•� •`•�- �'' ADDRESS: CAXrAqMfVl '" 69 ' s Greenport, NY 11944 S� OR POURRD CO'^'C�E E •� rrwovwe ,� R06�E Zg ► N Fs j i—_ ; v+ (� . ROUGH - 1 ~' ' $ OWNER: MILL CREEK PARTNERS, S CS m FRAll41,J Mb,S1G1E (STA ' ► mown" ; ~'� ` RS, LLC 3. INSULATION � PLU;iJ!81NG - ;� ,/,,,, ,- � _,�- 68. ;:tet L,�,tA µ. � QF t• .. 'y1°"`'1e0N °� ` SITE: 142,441 SF = 3.27 ACRES J'Y)f�' -a� 6r&- 4. FINAL - ovet�Ao _ gE -�ir y5,�i-.�J�{r AS �y CONSTRUCTION MUST __� *� D SY S:�" s7;_K -..__. BE COMPLETE FOR .__..._ _. - "�- coed+s _ ✓ C.O.c� .� - "' EH�IFPVlr nrrAL C �!TfW5,, - -� LAND UNDER 57,885 SF ALL CONSTRUCTION ,�eerc ur.�wnri `i JJ��??_�� SHALL MEET THE . ,� •` ; -.O(G. I1{tl�7F► AW?/VI`RsFIE� '--sff WATER: G,�j,�S Se'�fC� REQUIREMENTS kerv"mo r' ♦ � a3/i 1 1 t i� "f•^••� (�D � � I YORK OF THE CODES OF NEW o t�� ` iw ! STATE. NOT RESPONSIBLE FOR �t� � """"'°•� ° , '� +,,.• � f ZONING: M II (MARINE II DESIGN �°"°"" . :ior-. -� oRMn,�r �. o t ► Surveying) OR CONSTRUCTION ERROR, � �""b�11Ge _ � - SURVEYOR: Hands on a.►eYro►e r Z Y_ �►4 G ' r 26 Silver Brook rie ll i t `'• i = Li /`. Flanders, NY 11901 .1 — l • \ �; i ` �` LICENSE 050363 COMP ysnetevseeerwi . 'In „ ,� ; DATED 622/2011 c•�eo . Y WITH ALL CODES OF ` rxr 1 "°`"'® NEW YORK STATE & TOWN CODES �� '' AS REQUIRED AND COPJC)IT! +c , 19%At� _ _ ` r1 Or�� of j 11 _--'' ;-,,•; i `; '� `: _ YARDS: (PRINCIPAL) N ON VA.v rE�MALZ llUI1.flIN6r { ! t• �, t I L E*Dfff UMIT,r.a.� TI►UI ' +l�i'r= ` { i 1 '`•' '+; I SIDE 35' : 25' ,y t' , t e i �Q++ove» rM rr T MLOM•t�IL.t� t— � t � ,J ; r _ 1 EOARD aaorm aA»c or x = s_ r+aao ZONE "� ' _ , SIDE (BOTH): 50 / /� xo+e x o�c. l 1 ; , •• �.♦ ,I REAR: 25' SO' .CL D TC'vV” �P.US,E-S °�,m 1°'/OD - -- PROPOSED r„y,� euuesTo,e ! Y ! . N.Y.S.DEO f ex>dr�a+rasT.rr., __- AODITION vRL�rw►Y Emeor: M ` F-I--I + ,ctZ94- ,�., -_ ,,..��M„ rt, _ r : i .y '•.,`. ♦ LOT COVERAGE: 30% (MAX) _r w » i; i; ,f rr�•. . \;, LOT AREA: 142,441 SF ,AREA UNDER WATER: 57F....I -. 885 SF VMK�,+, ®t - , �"` t ; i `' ,j i ' 1 "BUILDABLE AREA": 84,556 SF su VAJOeAP 2 - 10' St! Mt�w - 10' { , •ti 4 I ` 1 ,� EXISTING XIS G MAIN BUILING: 5560 SF OCCUPANCY OR ` ` �, `•_ EXISTING PORCHES: 349 SF � s�asTiNs umrrr �+�,+�,rc ® � i ` i ^ USE IS UNLAWFUL f-----� , , 1..,7A4*IAP IOoo-56•-o-1-v �{ I EXISTING DECKS: 1334 SF e tyt+k 71D tlCr,A�M-„aM acrE�t mwnmm.n rA gnaw TO ee�+�nv , ` 2 — 104' _ 2 — 13.t�'' ' •' , �. TY LEASL=D BY MILL a EXISTING DOCK MASTER: 320 SF WITHOUT CER i IFICA,T ' '_ _ -- ~� - = GREEK PARTNI=RS 5/1/12 `ti �� t, EXISTING TOTAL: 7563 SF MAW OFAM w FM vea rtxrs� � L:' i � � � i w t , _ 1 + ` (SEE LEASE A&REEI-ENT FOR '•._._» :� 1 F+1 OF OCCUPANCY ''a""'°""yet r _, �' EXPANDED DINING: 662 SF n A )V ITIONAL INFORMATION) , W _ .�..� - -� t -- •+ 11 .{ REMOVED DECK (EAST): -538 SF ` Erts .� 2 13.5 + OA1C; -- - "- f LAND lNOPROPs FORMERLY ERLY OF �•.`, ♦i I i PROPOSED ADDITION: 124 SF ovAc < — , 'T m F ' ; TOTAL BUILDING AREA: 7687 SF � zom ;2 1(' SJ •e1� • - t I + � '� '•' LOT COVERAGE: 9.1% LINE g DRAINAGE INSPECTIONS�,^C REQUIRED i P1 �---� w_�; � �+' � + nd3M1AAR � t Contact TOS Engineering at 765-1560 before ~� 2 Y* t ®Toper + 1, _ ;, --''-� i FEMA FLOOD ZONE: DRAWING TITLE; Backfill,OR Provide Engineer's Certification Q� ' that tho dralnep has been installed to Code. 4AIM 12 — 1W n an � ,IIACTATI�M -- PROPOSED ADDITION: FLOOD ZONE SITE PLAN 71O t>sM,M \ ! ,W�Mr1�VrKrA M • -y3� � � - � 1 ^ 'j-... �rM-• ; `` � :2 — 11 NYS DEG: �,,.T1e1f„�;K t 1 "�` - _; ' `•i LETTER OF ' NON- JURISDICTION" „=,AAM 112 - 1C ssJ�s •o�aaa w,mw i t --- , ' EUILtbIN& eLoon ( ® M Ori"TO ee 2 - 13.5 _ --- �• ' zOFE LNE ;ZOt�x: ,� --- • owwree i+s FM® ` ' ; vA,� 1: ; . BOAT -'\ t ' Y�Jti? + "' ""�" PARKING: All exterior lighting � M`A" -- - i `• b0at>s and brntlsr•si) :� JOB: 2 — 10� SUPS installed, replaced or FLOW ZONE Al!ML*V 1 � � - z MARINA (50 SLIPS): repaired shall conform '�"'"�""w a� _ '"` uc z - 1 ' ' i t `��� ADDITION: 1 SPACE PE,,, BOAT SLIP = 50 SPACES REQUIRED PECONIC Bs�4Y to Chapter 172 pLAr�N►,Imrwr. ,2 - 10r t , 6444& ; 1 —,,� �, of the Town Code """'' ri ' t= , ! 'ate Y ; RESTAURANT (240 SEATS): YACHT. CLUB NMVM�TO�,_ I 1 © 2 _ 13.�� cr �.x, 1 SPACE PER 3 SEATS = 80 SPACES REQUIRED fell CREEK PARRS. LLC 4prEeN0 a tM"W4-62A CM1Gt WTO , t wriE W tdt , - i t K Wf MMMEW A�lAa ; I-�_ su.ala ae rn • ,r.• t t 1.4300 ROUTE 25 + ow"AM o f -r ,, l . ; �"_.,�; TOTAL PARKING REQUIRED: 130 SPACES W/5 HC ACCESSIBLE GREENPORT. NY e�asrNte.nuAre�►7m J e ' ' -- ��� �/ '•�, s TOTAL PARKING SPACES PROVIDED: 130 SPACES W/5 HG ACCESSIBLE TOWN OF SOUTHOLD rroo wuorao TO nr + �. — , 1 - , Blower door 2 - i10; s11 _ 4 SCTM�t 1000-51.-01-02 ductwork __ . 2 — 18.5 ' 1 ~ ' f `'--'LANDWARD LIMIT Cr MGM* t r-��ATM r ETLAIOS -Ny ARCHITECT: and _ ' � ' testing required. �`' _ ' � ' - 1� . SUPt DI!LINEATED DY 5u¢POLK � EtMWIRONMENTAL GOWNULTIN6 BXISTrib,V WIVE s+u. + �_•- ^�r�m • M � R � s f ,.'f , 1M��F;ii`Ob •�hID �JER1FIEri ON t Must provide P+ha3��la�s ,�,o►, o _ reMa+oveo _� �, _ __ q, r S;--ft' FREDERICK L WEBER I►JIU P ALMS t►! -2- -,.`r ♦ 41 EAST MAPLE ROAD D, J and S as per �: �_- 2 - I ' 1 ` .,��`- ` �. ` GREENLAWN. NY 11140 NYS Energy Coke 1 ;1QrAr�. +. i� WATER MILL. NY 11911. • ; ; , + •_LOW ; ' DRAWING SCHEDULE TEL 1.31154=5555 ® • ~ Pweberarchltectsphoo.coo DL/wIAMEM&NVE*4H a NOW VAMP" am 0=40NALL Q - 1a5' _ r DESCRIPTION delu+�eerw f _ SEAL:TRUSS PLACAaRQ_ !� REQU'R'� ttoy►Tw�e �• 0 +. l F,. _ .r - .. ��i.eux,�, � w ' •' ..:.:_::�� ! ' f ti SITE PLAN Al _ r': I j`�.,,,,,, �! `•, ` A2 FOUNDATION PLAN A3 IST FLOOR PLAN ELECTRICAL ,.- _ r � , c REQUIRED PamW r Fa��7�m/ ,. -�1 � ' � .. dip � ;•: �► ;• LITS �� �ti 2ND FLOOR PLAN IG*s,��I�ECI'I®''J RE ,�to.rt� t" '_'_ i o c• •h _«ar.a� I 1or,D Yol� A4 \ , _ J ~VEL OWN VMA5 ELEVATIONS dwwes. -i � w era M71�ArrAtfll,lE � ` TOFWL � 9KC "/ - -_• -i' ' "' SMACie.AW MAW*". i r, � Awa nnwAraucrw wzo4s @RAs* l ♦ PKrNIG o_ -- j ,nor or wa ! f 'f A6 SECTIONS MlleDeGffEaul!lhlNifi ; t _J - _ 1� ;t �•'•, _e''':.+-- A7 CODE DETAILS FIR1 i BLOOD � ' ---- ._.------ .�. .. .... _— `- ..- •-.,.1,--- -_.• ' - ' LXM E �,R�, 8U *iEAD i , .RAvl,,"•( nor aM ewtac� HEQUIRID et�AEe .r' •'' tiaKQirir airi�s ORE i Vit• ill _ , ' _ ---- � a— m""*�- -- - ' I E1 ELECTRICAL- 1ST EV.• DEC Il. ZOM o; - f... R-1603.63 L=,292.75 R A PLUMBER CERTIFICATION + - i �"" _ �:-yam (TIE LINE ALONG MEAN HIGH WATER MRK CONTENT BEFORE + •, . ----- ~~ --_--. __-..•-- „_ E2 ELECTRICAL: BASEMENT ON LEAD CO ��-------- SEPT I1. ZOM DATE:.. • z CERTIFICATE OF OCCUPANC) e�odr+►+y++�*+ sA� v' r-- - ;i� ' ' •pp' raw iztP ttrw \ _ SCALE: I/4' • I'-O• SOLDER USED IN WATER 1 ALONE'"" '� � � rp•UtABI IC SUPPLYSYSTEM CANNOT B NO: wZ01903 Al L-PL0I,AP!j JG VIAS TE 1 A AC4 � P/�R�CII�G &WATER LINES NEED EXCEED 2110 OF 1% LES � . ''A~ A""'' TOTAL 130 DRAWING NO, TE 3"iIx(ISEFppE GCV R,� G R11'P.*P SOUTHOLD BAY' • NOTE: SITE PLAN SHOWN IS A COPY OF ` SAMUELS & STEELMAN. DRAWING $P-1 Al Dated: March 2, 2012, Last Revised: May 21, 2013 P�, , L Further Revisions (FRW): December 17, 2019 OF Al SCALE: 1" = 4.0.•,x,. ' FREDERICK ROBERT WEBER ARCRMCT 11.4 EXISTING BASEMENT (TO REMAIN) Existing VxV Column Above. (4) #5 Rebar Column Load) New t Existing DRAWING TITLE: Found. Walls xisting Foundation Wall New 11 17EF NC_[eJg_er­w71 -0c (2x4 Stud Wall Below,.on Existing Found. Wall Ftg.) r-4- Treated Post, Decking I on ITO P Conc. 00 (2) T/ening Foundation Wall w 0 1 Anchor Post Ln 24"x 16" Cont. P. Conc., (3) 2xl2 Girder se into Pier _(W......... Ba ADDITION: Footing wl (?0 45 Bars I r Existing Is ____1 ;0 r---_i YACHT CLUB LO N, I<—Footprint of Existing Existing 9 3/4"x 8" Steel I-Beam (Verifg) Existing W 10x33 Girder (Veritq) V* KILL CREEK PARTNERS. LLC to W Deck as Shown EX15ting New GREENPORT. NY __QT_ JI Extend Existing OXD I Pile Below S" Thick Reinf. (3) 2x12 Girder fi U Remove L FREDERICK R. WEBER CIE) 'd., I New L" Pressure 8 41 r=A5T MAPLE ROAD Column Above Remove Existing Cc) Deck Structure GREENLAWN. NY 11140 Grade (Min.), WATER MILL. NY 11914 W CR Spread Base Existing 9 3/4"x 8" Steel I-Beam (Verifg) EX15ting W 10x33 Girder (Verifg) DER TIEL 1.31 154-5555 r------- ------- Qj 'I Stair i Rail L New Stair In B ILI el r New Column Above, New "Helical" Nem 10" Thick P. Conc. -Eelical Pile New "Helical" (wl Increased Pile Below Foundation Wall wl (Tgpical) Pile Below Column Load) (2) 45 Bars Top t Bot. RIEV.: JAN 3, 2020 Dowels Between Reinr. Grade Beam New ( Existing DATE: DEC 11. 2019 Found. Walls A JOB NO: w201903 FOUNDATION FLAN NORTH A 2 OF Al ' t • BUILDING SQUARE FOOTAGE: I EXISTING: FREDERICK I MAIN BUILDING: 5560 SF ROBERT A PORCH (FRONT): 161 SF PORCH (SIDE): 182 SF WEBER = I DECK (EAST): 108 SF g Existing Fire DOCK MASTER: 320 SF tr Existing Fire I Extinguisher Extinguisher TOTAL: 1543 SF ARCHITECT ' I NEW ADDITION: 662 SF DECK (EAST): -108 SF I l i i t I REMAINING DECK: 110 SF I t TOTAL NEW: 124 SF I l I EXISTING I 1 I i i r1EN'S i I i PROJECT TOTAL: 1481 SF 400I I I I I �-- ! 0000 J 11.4 EXISTING �� --- ------- � I I WOMEN'S cc I I ----------- I I-1-"I I NOTE: SPACES SHOWN BEYOND DINING AREA EXISTING ----------- ARE ----------ARE SHOWN FOR INFORMATIONAL PURPOSES KITCHEN ONLY- NO CHANGES PROPOSED I I I I I 1 � II II I I I I I I I I I I I I I I I i EXISTING 0 r lI L I I I I MAIN ENTRY I _ 1 I 1 1 I I 1 I I I I I I I 1 i EXISTING 1 1 I M I I I I I I I I I MAIN LOBBY I I I -�----, i EX1S N I I I I II I i i EL A OR I I I I 1 Z I II I I I I 1 II I I I I = I O i I EXISTING I I --------- NOTE: SPACES SHOWN BEYOND DINING AREA 1 DINING ALCOVE I I --- ----- I o I I I I ARE SHOWN FOR INFORMATIONAL PURPOSES 1 1 ONLY- NO CHANGES PROPOSED rT-� 103 SF 36'-2 1/2" 1 1 8'-1 1/2" I I I I Existing Fireplace 4'-1 I/2" 18'-11" I'-5" EXISTING I I a- I I I I I V SQUARE EXISTING I I EXISTING i j EXISTING STEEL COL. Existing Fire New Interior Doors to Match ExistingI I I 6' SQUAB ExistingExtinguisher Fire I I " I I 6" SQUARE (Verify Size -Extinguisher Faxed Door Extrngursher 6 SQUARE y (Wood Finish- Both Sides) Panel DRAWING TITLE: I STEEL CO 4 STEEL COL. i STEEL COL. for Additional Existing Fire ------------- -------- ---------------------------------_ -- -----------------------Loading) ---- - Existing Hdr. (Verify) Existing Hdr. (Verify) Existing Hdr. (Verify) Extinguisher IST FLOOR —.—. .— _ — �- •— — — ----------- — •—•—•—•—•— ----------- - - —.—.—.—.—.—. —.—.—.—. .—.—.—.—.—.—.—.—.—.—.—.—.—.—.—. —.—.—.—.—.—.—.—.—.—.—.—.—.—.— EXIST. 1U16X5lGIRDER l-erifg) -- EXIST. W16XS-i GIRDER (Verify) _! - - EXIST. W16X51 GIRDER (Verify) " """"' _ _"""` " _ . � ----------------------- ---- ---------------------------------- - ------------------------- _ _ ---- N. . . .d '3/9' II '1' Le er : ;;•: :=.=.-.- ..: Reconstruct I I I 1 I I I I I I L '.'.'.'.'.'.'. . '.'.'.'.'.'.' '.'.'. C Existing Rail I I 1 I ! I •• •• • • JI 'on G 1J: a er ' ac -et s).. .. .. �1 .'. . . I 9 \. . . . . . '•'•.'. . . . .'. .'.'.'..'..'.'.'.'.'.'. ' '. 6" ''C�UA{il=.. . .j . . r „ I r I I I . . . . . .. . . . .. .. . . . . . (42 Height) I'- " o IS' II" I'�5" 0 11 -9 I/2" I I'=2't • • • ��. . . . . . . '.'.'.'.'.'.'.'.' .. .'.'5. . E1..GOL:, ;j :t: °o ' 2x8 Mahogany I ac _ a. . . . . . .'. .'. .'. . . .. . . .. . . .. .'. . . . . . . . .' '. . .. .. . .. .. .. .. . ..i•C O M Top Rail w/ ° 1.'.'3.` 10'.1/2".'.'. . . . . .'.'.'.'6'�iQ.'U "' ' '... .. . . '.. . .. ...'b''�10.'Jf3".'... . . . .' .. .. .4'�4".'.(.'.' s C) WI � I.�• I .9 I�• I � I (10) Cables I I DI ISI I ISI l Ic1 _Z:: . . . . . . � . v q .'.o.. . o• C 3 I/2" oc, Typ. cI wl O� I E• I O I E' I C I E I. . .. .'. '. . . . . . . .. . . . . . .. .. . . . . . . .'. . . . . . . . .. .. .. . . . . . . . .. .. . . . . . .... .. . . . .'.'?.t.',' _ '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . .... '.'.'.'.. I o 1 1 u, l 01 1 I o l I•'•'•'•'•'•'.' .'.'.'.'.'.�'. .'. . . . . . . . . . . . .". ... "t-r.' U X 1 IU. I tU. 1 IU. I . . . . . �.. . . . . . .r. . .. . . . . . . . . . . . . . .. . . . . . . . . `nr C` ° I I _1 _ I I � I I 1 I 1 I.'.'.'r,,r':':': : :: : . .,. . . . . . . . . . . . . . .' '. :':' X. .'. Q) JOB: > I- I H I- ©'. .'.'.'.'.'.'.'.'.'.'.'.'.'.' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'O. .....W-I..L. _ .1I I I I 1 I I . .. .. . . . .. . �. .. .. .. .. . . . I Deck Footprint - v ,,.. .. .. .. . . . ..� . . . . . . . .. . . .. .. .'. . . . . . . . . . . . . . .. . .. .. .. . . . . . . . .... .. . . .. .'. .r.'.' P - ADDITION: � I I I co I n,1 1 ou I v 1 U.r.'C' to Remain. M ao a. a. a r�j:.....'.'.'.'.'.'.'.'.'.'.'_'. .'.'.'.'.'.....'.'.'.'.'.'. '. r �I I., I 1,, I I,, L I -� _� �I Reconstruct w/ i PECONIC BAY r1 r I U I r I v I r v F_.. . . . . . .• • • • • Demo a .Dec king;.•L?eck•:':':':':. . ..':1-' ... . .. .. . . . . . . . ..�. .., r- YACHT CLUB I �: '.':':':':':':':':'. . . . . . . . . . . . . . tet.. . 5/4x4 Ipe I =1 = Im 1 = Ica• I = Im• .. . . . . . . .. .;. . q . .gc.lure,:...os_t..:. . c:.:.:.:.:.:.:.:.:.'.'.'.�'.' .'.'.:.:.:.:.:.;.;.:.:.;.'.'.'. .t .0 Decking (T ) I _ x . .. . . . . ..00 . .. .. . . . . . . . . . . . . . .. �. .. . ..la 0 9 yP I Ito I IoI I I I . .. .�. ' ' . . '. . �' . .. .. . . . . . . . . . . . . . .. . . .. . .. .. .. .. .. .. . . . . .� . .. .. .... .. . .. .��1 . . ° z 1 I z ° 1'.'.'.'.'. .��. . . .. . r_.-.*.* . . .. .. . . . . . . . . . .. . r. . . I �. p 111LL CREEK PARTNERS. LLC I I I I I Remove Windows, Doors, _ • • . b' I D . F_: I I I I'.'.:.'.'.�. .:. . .. .:`-': .' :: : : : :: : : : : :: * , * .... :: : : :::: : : : .. .'wt'. . 0 64300 ROUTE 25 N Walls, Headers t Column, 1.+ I'.'�'f. .. A'1 GREENPORT NY I c EXISTING c . .'. . . . . . . .. . . . .". . . .'NEIU'. . . . . . . . .. .. .. .. . ..'. . . ...'.' . . . •. xl X I I I X 101 ! X Provide t Install New I �I 1`.''�' °C EXIT .� w1 W IU• 1 W 1U I W Steel Girders to Clear IU I'.'.'.'.'.'.'.�,'.'.'.'.'.'�. z 'I'... ° TOWN OF SOUTHOLD MAIN DINING ROOM . . . . . . . . . . . . . Ej<: ':A:N ED.'.DININ:Cs.':'ROOM: .':'.'.': ':':':':':':':':':':':':':':':;,_. o EXISTING I X II" I P P y r,. • E 03 SCTM# 1000-56-01-02 I I Span Space, Verify I I 1'.'.'.'.' ' l'. . I 1 I 1 I Column Loads, Etc. I 1'.'.'.;.'. . . . . . . . .'.. .'.'.'.'... .. . . . . . . . . . . . . . . . I. DECK I I 1800: SF I 66'2.'.9.F. .. .. .. .. .. .. . . . .. . . . ... .... .. . .. . . .... I I I I I I FI s to chyrr.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.. .. .. . .. .. . . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... .1u1 .C. -----J L---- I I I ' ' ' ' �'!'... ARCHITECT: N EXIST. W16X51 GIRDER (Verify) J.L — EXIST. W16X51 GIRDER (Verify) _ = J.L_ _ _ EXIST. W16X51_GIRDER (Verify) I,., NEW.'. . .16.x5'1.'.GIRDER.'.'. . . . . . . . . . O I ------------------ — — _ _ — — — —.�1r --- - — Ir - - - - - - - - - - - - - ----e L_. I_._ _. . . . . _ . FREDERICK R. WEBER -V _ I EXISTING i i Crv -- 1� 1 : ' : : Rerridve.'.Cdlririui. . '. '. '.':�. '.' .' .' .' . :-.-.-.-..-- . .: 41 EAST MAPLE ROAD U I 16" SQUARE I,, 1 I,, 1 I IIIc. . . . .t.'.Re=Struct'ur.e'.'.'.'.'.'.'.. . .11 .. . . . . .. . . . .. . . . . . . . . . . .. . . . . . .. .:IV til:':'.': : . :. .. .I .f GREENLAWN. NY 11140 a II r.'.'.'.'.'.. .. . .. .. .. .. .. .. . . . .. .a- .. . . .. .. . . . .. . . . . .:'. . . . . . . . . . . .'. . b. .SQ.UARE'..'.' i < I = 1 STEEL COL. 14-1 I {, t m 1 " 1 1 52 NOYAC PATH w I oci I . i i, i WATER MILL, NY 119'16 I IIIr . .. .. .. .. .. .. . .. .. . . . . . . . . . . . . . .. .. . . . . .. . . .. . .. .. .. .. .. .�. .. . .... .. . . . . . .� . . . . .. . 0 I aI I W. 1 p 1 w• 1 � W I I Il l i o ' A :tea:� L^ TEL 431 154-5555 LU I s I I I .0 2 II r . . . . . .. .. .. ..^ . . .. .. . . .. .. .. .. '. . �, 0 Iac1 I . . . .. tut fweberarchitecte ahoo.com h =I I I I I III I . . . . . .. .. .. ...o . . .. . . . . .. .. . . . . . . ;a. .... .. .. .. own, (0 y Q I � Oi' 1 W 111 i'. . . . .. . . . . . . • . ,'.'.'.'.'..'.'.'.'.'.'.'.'.'r.- —=­----------_ . -0-_ -a 1-1 I => > I I .... . . . ..V0. . � - rssrs 6 W I >1 I I I I O I II r'.'.'.'.'.'.'.'.'.'.'.'.'.Cl'. '. .. . . . . .. .. .'' ': .'.'l'.+'-'-'-'-`-_. _ 1"r __�. ' -7.-: .".` . . - - p JI Ir I - Ir I �pC' I . . . . . . � . .'. . . . . .. .. .. .'. .'.'.'.'l'.'l'.'.'.'.'.'.'.'.'.'.'.'.'.'.'1'.'1'.'.'.'.'9. '.. ......................... 1. . SEAL: I ml Itnl I lin• I r I I -.-:-:-- �' . . ... v �° ' r IX I r IN I r \ I�'I11 . . .'�.' I " " C M _ T.T.T., l ,tl I t-I III • • . . 1-. I'.'.�.r.T .'' 'I . . "��'I' � O �, — I x'I 1111 rr — l ry N g' L'.'(..Remove. . . . .1.'.I. . . . cY!'F _ I I I I I cn I.fl . .' . m. '.. . .... . . . . . . . . New Code I x l7 I �I _1111 f.'. . .. .. .. . .. . . I..f. . . W.I.I' Ln v c<11 I I I I .�. . . Marr- •Rl�.'.j. . . ..� . . 4 z W z z z EXISTING Wr. .".'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.I'.'.t.'.'.'.'.'.'.'.'.'.'.'.'.'.'.L'.j.'.'.'.'.t-' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'a! :C Compliant x- I `.I 6" SQUARE > 111 IIIr.. . . .. . . .. .. .._ . ..'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.I'.'.f.'=.=.-.-.-.='.='�.'.(.'.'.'.'.= ... . . . . .. . .�1. A, o = Stair t Rail cil `n It_n' 1 N It_n' 1 N STEEL COL. '.'.'.'.' .: :.......:...........:.:.:.'.'.'.'.'.I'.'.t.'.'.'.'.'.'.'.'.'.'.'.'.'.'.L'.L'.'.'.'. ' .'.'.'.'.'.'.'.'.. . . . . . .SLC IXj AXI X �X� X (Verify Size w 1W 11 111r . . . .. .. .. .. ..W. . .. .. .. . .. .. .' . . .. .00 ••••.•I'.'.1.'.'.'.'.'.. ..'.'.'.'.'.'.'.L'.I•.. . . z. .. . .... . . . . . . . . f.'C CC I I I I I 1 1 1 for Additional I 1 Illi 1. .+.......r��.�.{., . . .. .. . Iu.L' r 1 EXISTING I I EXISTING I I EXISTING Loading) I 1 NEW ' zt •k , 1 6" SQUARE I 16" SQUARE I 16" SQUARE I ;; r•:...:.:.........:...:.:.....:. .:.:...:.....:.:...'.'.'.' 1'.'.L'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'b"'SQUARE 1 STEEL COL. 1 1 STEEL COL. EXIST. WF: STEEL GIRDER 1 1 STEEL COL. r 1 1 .1 .. .. . . . . . . . . . . . . . . . . . .. .. .. ;:. _z.. ----____--EXIST_WF STEEL GIRDER-____-- -------------------- -- ---____-- EXIST_WF STEEL GIRDER I : 'ti'4'��NEW'•WF:•�G1RDE TGA.-.TO �Y��L :G4L: I f F I — — — -------------- ---- -- �.�._._.__����� �. .�,� o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - CV I Existing Windows Existing Windows Existing Windows O O O EXISTING Exrstrng I WALK r-2 1 2" 2'-3" Lower Deck REV.: JAN 3. 2020 19'-Il" 19'-II" 9'-II" New Windows to Match Existing DATE: DEC 1'I, 2019 I SCALE: 1/4" A JOB NO. w201903 I C-10 1/2" 59'=8" 21'-II 1/2" 1'-5 1/2" Ir If DRAWING NO. I I WINDOW INFORMATION: PROJECT INFORMATION: I A "PELLA" ARCHITECT TRADITIONAL SERIES, \ I- OCCUPANCY CLASSIFICATION: GROUP A-2 (Banquet Hall) 1STFLOOR NORTH I O (2) 350 CASEMENT W/ (1) 1020 FIXED TRANSOM ABOVE 2- CONSTRUCTION TYPE: V (A) w/ APPROVED AUTOMATIC SPRINKLER SYSTEM INDIVIDUAL WINDOWS TO HAVE DP/PG RATING OF 50 t �' �� 3- REVISED DINING ROOM OCCUPANCY 240 SEATS (INCREASED FROM 180 SEATS). I ASSEMBLY TO HAVE STRUCTURAL MULLS TO MEET 130 MPH WIND ,' `� 4- PROVIDE t INSTALL AUTOMATIC SPRINKLER SYSTEM CONFORMING TO NFPA 13. I �{�� _ I _O„ A3 I GLASS TO BE LOW E INSULATED GLASS w/ ARGON W 0.28, SHGC 0.20 , 5- PROVIDE t INSTALL ALARM SYSTEM CONFORMING TO 2015 IBC. �\ ®�� NOTE: A' IS FIXED 6- PROVIDE t INSTALL FIRE EXTINGUISHERS CONFORMING TO 2015 IBC. J GLASS TO BE PROTECTED FROM IMPACT WITH STRUCTURAL WOOD PANELS SCREWED TO CASING (SEE DWG. AT �� �� OF Al I I I FREDERICK 1 I ROBERT I WEBER I ARCHITECT I 1.4► I I I , I I , I I I r l ---------------------------- --------------------------------- X11---------------- ��------------ --------- -------- I ---------------------------- ------------------------------------W-------------------W--------- -------- -------- ► , I I I ► , I I I I I I ► , I I I I I I ► I � Existing I I I I i 2ND FLOOR I ----------------------------------------------------------- - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ,- -— — — — — — — — — — — — — — — — — - I � I _ m ► , I I I I I I ► elevator � I I I 1 I I I v I I I H I I I O I DRAWING TITLE: ► I � I 2ND FLOOR I ► it ► it 1 I I I I , II I I I JOB: I I ADDITION: I i ' PECONIC BAY 1 ; I YACHT CLUB I II KILL CREEK PARTNERS, LLC 1.4300 ROUTE 25 ► i GREENPORT. NY ► i I TOWN OF 5OUTHOLD I I 5CTM# 1000-5L-01-02 I � I Existing ew ARCHITECT: iv I o i FREDERICK R. WEBER 41 EA5T MAPLE ROAD I I su Ygrs GREENLAWN, NY 11140 I f i 52 NOYAC PATH ► I WATER MILL, NY 119-IL I I II TEL 1.31 154-5555 f I PweberarchitectOgahoo.com I 1/2n II 5EAL:,,� :a.� ... I I I § I ws ► Existing Rad 9 42" I ! Ne"-all sting) I I REV.: JAN 3. 2020 I DATE: DEC 11. 2019 I SCALE: 1/4" = I'—O" JOB NO: w201903 f • 1 DRAWING NO. I 2ND F L 0 0 R FLAN NORTH A4I I I 1 OF Al Irk ====. ��Y• �"i Z.S..��-'� �■� �� Noun ir..rrww_wwwww r � � �'•�.r_-� � �wwwrrir �■;�'��� i���ri WWI A% ; •i=: �w %�■■fr\.. ��+•�+ -_ >-.w,.ew.+r.,++-..*---.• \ �r_� www •••iw��.r�r.� www.--I►-.-.-. 1 ■.lrltlt�l_rrli ..■■rtrr J - ._ •� ��. �_ ■■I�■■■ill■ aIw ■I4 wI �■■� ■■.■-1 �--•� �.�r_.r .a. �..+.�i::.:��`+w�r�.� -ice I:�S�4�.�'1 i w.— ��■rw. :■ Roll f =�-•r.r '— z7. 1■ .•.�-`_.. `�'�••� -l i ,;i�:��'-■'•�� O `■fir —_� i. ■■�-�r i I�1� _.� f'��.� ,r•1 i'�- - ■r��1 r■� •7 .�__� � x„11 ■■� �..■r���,,,�, _ -�.��' ■-- quo. 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I t I••••••••••••..............I ...1.7.:1..5' '7 7 I '111.1 •••••••••••-•••• •••••••••••••• - - wwrwwwr ---r- __ _ r � ry _ - � -- --r_rrwwrrw rrr-wwrri rr.w�.w•�.r� r_rrr_�-._ort��.r•ww .rw .e .� 1 tt �'. �� 111=1..1.1. ..,.. .....111 \_ 1 wwww��wrrwr wwwrwwwrwwwrwrrwrwrrwwww L...........L.........I.111 ..� .. ::::':::.. .1�..7...71L1.... .■1 I_ 7....'....111 ......•. ` u il 9llie.11idl..:......... ..:::d::::::::u nl .... 111.......... 1 FREDERICK ROBERT WEBER ARCHITECT FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 8 4" O.C. EXTERIOR EDGES AND 60 9 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS m 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . I—I W Roof Edge Detail Rail Detail (Match Existing) 4x4 Pressure Treated Post, Anchor to Framing t Roof Deck Ix_ PVC Fascia Bd. Encase in 6x6 "Versatex" New 5/4 x 4 Ix4 PVC TtG Soffit 2x8 Mahogany Capp w/ Existing Ix8 PVC Frieze Bd. (10) Cables, 3 1/2" oc Ipe Decking on 9 P.T. Sleepers Wall Break DRAWING TITLE: Alum. Gutter New PitchedSte Uto Deck Existing (To Match Existing) 42" High Rail Membrane Roofing Step ' xis9 (To Match Existing) Expanded Pitched Furring New II 1/8" 2ND FLOOR SECTIONS Walls (Typical): Bolt Bearing fe DECK 3/4" Plywd. Ledger w/ I/2"� _ Red Cedar Shingles to WF Girder Roof Sheathing M.B., 16" oc (Match Existing) 304 Felt Existing 16" TJI 560? ° .......... .. .. ...... 5/8 Plywood Sheathing ::':: h�"eur T8 �°JT s�d� - New 11 �/8 '1`Jf �5 2x6 Studs, 16" oc n L11 ______ Existing Hdr. New 2" Closed _New �_ New New 1 I/2" Closed Over Doors Cell Spray Foam _ I W 16x51 �r I 1 W 16x51 Cell Spray Foam (Verify Size) Insulation (RI3), I Match Size, Hgt. I 1 Insulation (R49) JOB: New 3 I/2 I t Location of o 11 ^ ADDITION:"Roxul", (RI4) 1 � Existing Perimeter mal I I vi 5/8" Type "X" GWB t N, U_ U 5/8" Type "X"7,GjWB + _ WF Steel Girder U Ix4 TtG Wood Clg. m Sill Detail Ln j `_v _ °' I I \ o O �7 Existing YACHPECT CL BY I ° i i 1 B Expanded o IST 1=1.00R (2) 2x6 Sill IE I to I I a' o U- 4J (Pressure Treated), I .. LL I I DINING ROOM u- MILL CREEK PARTNERS, LLC Copper Termite 1 �° o I I U_ u_ 44300 ROUTE GREENPORT. NY 25 Shield w/ Sill Seal t 5/8" x 16" Anchor t i i Oak Flooring TOWN OF SOUTHOLD Bolts, 32" oc, w/ 1 I I 3/4" Subfloor SCTMtt 1000-54-01-02 Square 2"x2" Washer I I I New 11 1/8" TJI 560 I 1 _� New II 1/8" TJI 560 ARCHITECT: Existing New ii° : Existing II 1/8" Timber Existing Stucco - New 10" P. Conc. W IOx45 Steel Ledger w/ I/2"� FREDERICK R. WEBER Pile Decking Finish ' Found. Wall w/ (2) 45 Beam M.B., 24" oc 41 EAST MAPLE ROAD Existing i To t Bot., #4 Bars Expand Existing Exlstln GREENLAWN, NY 11140 8x8 g 24' oc Vert. BASEMENT 2x4 Stud Wall 9 52 NOYAC PATH 0 BASEMENT Whalers New 2x4 Stud Wall o Existing WATER MILL, NY 11914 2 Closed Cell Spray r FoundationFoam (RI3)`P 30,-2" Wall TEL 431 154-5555 fweberarchitectayahoo.com Existing ; New Tile on Bulkhead P. Conc. Slab b= a of New 2'X2' Grade Beam > Water Level ' m� d w/ (4) U5 Bars Top t Bot. - r c Varies t #4 Stirrups 12" oc Helical Pile Cap t i Cast into Footing �� a SECTION AA ( New Dinng ) New Helical Piles. 4' oc (t) 1/4" = 1'-0„ ` : ', _✓ L REV.: JAN 3, 2020 DATE: DEC 11. 2014 SCALE: 1/4" - 1'-0" JOB NO: w201903 DRAWING 'NO. A6 OF Al SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS —2 x 6 TIE EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT WEBER ROOF FRAMING ICE SHIELD UNDERLAYMENT HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter REQUIRED - 24" FROM EDGE TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot SIMPSON H2 HURRICANE Stud to Stud Intersections (Face-nailed) 4 - 16d joints-each side CLIP NAILED. FROM PROVIDE 8d COMMON 9 T31ALL METAL STRAP Header to Header(Face-nailed) 2 - d c. a o.c. ng RAFTER TO STUD. - e ALL JACK POSTS ( ) 16d 16" o.c. along edges NAILS 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16der 2x4 stud 5 - 8d NAILS EACH END SHEATHING. p SHEATHING TO LAP TOP 2 - 16d per 2x6 stud > 2 - 16d WALL PLATES v per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1,2 per foot r , EXTEND TO TOP OF TOP [� PLATE. 4 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP TYPICAL Joist to Sill To Plate or Girder Toe-nailed 4- 8d per joist 9 JACK POST p ( ) MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - $d each end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON M5T21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed CoFLOOR JOIST Band Joist to Sill orTopPlate Toe-nailed 3 - 16d per joist P ( ) 2 - 16d per foot DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE m TO OVER LAP BOX HEADER F-�--I 8d " oc 4 . . perimeter zone I-�--I 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels STUDS SIMPSON MTSA 18-Z W/ other 6 o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. of panel Diagonal Board Sheathing F� 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support CEILING SHEATHING rC Gypsum Wallboard 5d 7" edge /10" field �V �SIMPSON MTSA 18-Z W/ WALL SHEATHING W (6) 8d NAILS TOP t BOTTOM 9 32" O.C. Structural Panels 8d (see table 3.9) w SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16- 6d 3" edge /6" field c BOTTOM 9 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE _ _= _ =- TOP OF FOUNDATIONSd NAILS s 40.O.C. (SHEATHING TO LAP SILL PLATE) Gypsum Wallboard 5d 7 edge 10field DRAWING IN TITLE: 45 REBAR Hardboard 8d ( see table 3.9 •f! ..fit; _ :•1 .,y.••:'l,' ) •t x 6 SILL PLATES � ` h . � • Part ic leb oard Panels 8d see table ) COPPER TERMITE SHIELD CODE DE TAIL ACO TREATED. Dla Sheathing w/ SILL SEAL (TYP.) !•(: t t' l' 5 ':'..•'_ r•,• r 2 8d Per support1x 6 or 1" x8 SEE FOUNDATION x I6" A.B 320 . N " 3Sd Per suPPortWG. wl 2x2 /10 WASHER.FOR DESIGN/REINFORCING (HOT DP PED PED ALV. OR .i• FLOOR SH EA THIN •:: r.. ..y:•' !r•:^.•..:•. '. ^::••� .".:: ^;,fir.. .'!`" r.i'. G .. STAINLESS STEEL) ; :. ISOLATE WASHER FROM Structural Panels SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field SECTION ELEVATION greater than 1" 10d 6" edge /6" field Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 - 8d per support ADDITION: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ," x ,0" or wider 3 - 8d per support Y CACI�HT BAY cLuB 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall MILL CREEK PARTNERS, LLC be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 44300 ROUTE 25 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to GREENPORT, NY be reduced to 1 - 16d nail per foot. TOWN OF 50UTHOLD SCTM# 1000-54-01-02 ARCHITECT: FREDERICK R. WEBER 41 EA5T MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: 52 NOYAC PATH WATER MILL, NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP DINING ROOMS (LL) - 100 PSF FROST LINE DEPTH - 36" PweberarchitectOgahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN DECKS (LL) - 100 PSF TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 916" O.C. BALCONIES (LL) - 100 PSF DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES ,cK y, SEISMIC DESIGN CATEGORY - B ' w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN FDN. 916, O.C. EACH END 916" O.C. WINDOWS - GLAZED OPENING ~ EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE 2'-0" MAX. `SDEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM V 4' .E 1996 AND OF ASTM E 1886 REFERENCED THEREININ LIEU OF IMPACT ' . '� "�� •':,;,. REV.: ' 2'-0" MAX. RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING DATE: DEC 11, 2019 PROTECTION. ATTACHMENTS SHALL BE 2 I/2" �8 WOOD SCREWS, 16" OC 2 - 8d COMMON " NAILS TO SILL FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' PLATE SCALE: N.T.S. } JOB NO: w201903 • •QOo �,9.�F}. C DRAWING NO. a CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A7 OF Al ! ! FREDERICK ROBERT I WEBER ARCHITECT Existing O I Exi ting I � i Ent Sign � I Exp El Sign I I I j I cc ! I I I I I I I •� 0000 I 1.4 01 • I I ' I t I I I l I Vil I II II � I I t I it I I Zn ' I I I I I wW I I I I I I I t ! II I I I I I I I I I I I I I I I I ! I I I I II I I I I I I I I I I I I I I I I I I I ! I I I I Q II I I I I o ---------------------- Lvy\ ! t I I I o DRAWING TITLE: O I I I 1 I I I I -------- 0 ---- -- ff - - 0 ----- -------------- ------------ ELECTRICAL ------------- IST FLOOR ---------------------------------- ------------------=------------------ ------------------------- ----- ---- --- --- --- --- ---- --- ----- I I I i--------------------- r-----------=----------- „ = I I --------------- , r----------rr---------- r----------Tr----------- r --------- ice—---- — r---------- --rr------------ I � I I I---------- l I I r---------- 1 I JOB: I I I I I I I I:I I I 11 I I I I II I I Existing Chandelier er II III II Chandelier II II a�i 'tR ADDITION: d) r ________ � --- - = ----- ! �, I , ____________ ------ PECONIC BAY XItu z L' YACHT CLUB I II II II I I II lil II I I It II tl I I tl II I � I MILL CREEK PARTNERS, LLC I , tL II I , , I I:I I I I I II I I II I I I 64300 ROUTE 25 I L=----——------------- I I L-----------;_________-J I I L—__——___—__________ J I I L--------- _________________J I GR EENPO R T. NY TOWN OF 5OUTHOLD I I I I I I ExistingI I t SCTM# 1000-56-01-02 I # I I # I I RecessdI I I I fixtures (Typ.) ' I I I (L ARCHITECT: I I I I I I I I I I I I I 0 I FREDERICK R. WEBER -----------------, r--------------------------------- -------------- ----------------- ----- 41 EAST MAPLE ROAD I i i i i i i t i GREENLAWN. NY 11140 52 NOYAC PATH ! I I I I I I I I WATER MILL, NY 11976 I I I I I ____ ____ I I 1 I r--------------------- r----------------------- ri---------- r — ------ — _---------------� t r----------rr--------- I I r---------- rr---------- I I ------------------ I I — -rr------------ I I I I I , , r II I I — I TEL 631 154-5555 II II II tl I:I tl II II II It II II Pweberarchitects yahoo.com I II II � I I I � I I:I II I I II II II It II II I I I I I I:I I I I I I I I I I I I I I r--------- ----------I I I I , F----=_____ -----------I I I ------ I I ' --------- Chandelier ' I I SEAL: I , I I L___ ______.Jt L--__--___ J t I L_—————___ J t I L------------ i____________J t ______ ----------------------' I I fil-------- I I I I I I I I I -----0 Li t0 ! I REV.: JAN 3. 2020 1 DATE: DEC 11. 2019 I SCALE: 1/4" JOB NO: w201903 ! ELECTRICAL DRAWING NO. I I IST FLOOR NORTH I I 1/4/1 _ 11-0IIEl., ! OF E2 ' � ' FREDERICK ROBERT WEBER ARCHITECT 1.4 DRAWING TITLE: ELECTRICAL --------------------- Ll Fvr PECONIC BAY YACHT CLUB HILL CREEK PARTNERS. LLC ' E ------------------------------- -E-- TOWN Of: SOUTHOLD 5CTM# 1000-54-01-02 FREDERICK R. WEBER -41 EAST MAPLE ROAD GREENLAWN. NY. 11140 52 NOYAC PATH WATER MILL. NY 11914 TEL (.31 154-5555 L----------------- ------------ 79 A.: L--------------------------------------------- DATE: DEC 11. 2019 JOB NO: w201903 ELECTRICAL DRAWING NO. FOUNDATION NORTH E2OF E2 ITt riat Pun fm awmATm �I1XTAL FOR0 FIX> N w 2 t:5 2 14 ii I3 t2 - - 4 - t ' _ 9 - ---- -----� ----- «: 11 2 3-1 - r M r Itamwli tAGM1O1 - - _ _ �---- 1qt 1 --- KRCHEN • 'r't - _ - - ! 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S ;i « NErr s 1519CIOtAY NEW a Rix GENEMcsaY vA w '1 �I fi POM T I,A►wFaa vA,w/ Mw � ;� IAM GRACE SPRINKLER NOTES 1 1 C THIS ISAHYDRAULICALLYDESIGNmsPRNI(LERSYSTEMADSHALLCONFORMTONFFA 13 i S I THEWSTALLATTION,cONPQNE o,ac'Acrxi.LocArlaa POsmDNAngTYPeoF SYS UISCONFORMTONFPA+S ;116.0 1 116.0 1 ; ;'17.0 1 -+ 117.0 1 &ONLY IJSTEO MATERIALS WILL BE USED. 4.9PROOOLRS ARE TO BE PROTECTED AGAINST FREEZM AND INJURY. 1 I 1 1 5.PROPERTY OWNER ANOARTENANT ISToMNNTANAMINIMUMOF40F.INALL AREASOF WET PIPING. B.INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BEOONDUCfEDAS SPECIFIED IN r NFPA 19. T.TF1»3PRINK-ER SYSTEMA 16 DE840h�]W ACCORDANCE WITH THE OCCUPANCY CLASSIFICATKM OF NFPA 13 AND ASSPECIFEDON PUNS. 1 1 I 1 S.WATER SUPPLY TEST PIPES AND GUAIDES SHALL BE PROVIDED AS SPECIFIED N 1 1 1 SeCTIOfIP, �,� I PIPING SPWFICATK*9LSYSTEMTEST PIPES,PROTECTION AGAa+srCORROSION, 15 ��`` 12 7 t__'_-/ NEyI4- MM DRAINAGE FITTNGS,VALVES,HANGERS,GUARDS AND SHL�DS&HALHEN ACCORDANCE WITH NFPA 13. '�, ' ,f Law X IDA RPR W(ERHM SHALL FURNW ED BEACH tt1ERATN(ir. ".�,...^,�—._�... 1 t �....�.,,�-.�..-��...IO�.B"• -�.�...�-� --->y4 -r--.., _ IIAWACNG,LOCATM MMDFOBTTIDNOFSFIaNIMMHEALYPLLBEMADCOFgW CEVM ; ; , , 1� . NFPA 1& ` 12P�NUN CLEARANCE OF SPRB'8V•E,R DEFECTOR TO CEU,NG AS PER NFPA 19. TYPK'X 13DWAHM OF 9PR"Q.ERS FROM HEAT SOURCES SHALL BE AS BY NFPA 11 t4PROVIDE DRAINS AND PITCH A&M SECTION OF N ISALL VALVES SHALL W tKNTMIED AS REWRED BY NFPA 19. - 1SALLVALVECONNECTIONSTOriATERSUPPLESANDNTHEIit,PPLYTDslf ,9 SERVICE—HEADER 9KAU BE APPROVED O.SAY.OR APPROVED INDICATOR TYPE Y CAICUCAIM AREA/t 17DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. BASEMENT LEVEL FIRE SPRINKLER PLAN.. .1B/1000RF � 11ran 1ILHANOE2S SHALL BE OF A TYPE APPROVED FOR USE WITH THE PPE OR TUBE INVOLVED INACOGFIDA ICE WITH NFPA 13. 64300 Main Road 12-4 Technology Dr. 19PROVISIONS SHOULD BE MADE TO FACILITATE FLLJ9HNG SYSTEM PIPING BYPROVLUNO FLUSHNGCOM�QTIONASREWIRE3D. Southold,New York East Sstaukst, NY, 11733 20. SPRMUERHEADS SHALL IEANAPPROVED TYPE As1=3JARDBYNFPA1& pA� PH 631)889-6869 FAX(031)089-8606 21, TEMPERATUM RAIM SHALL COMPLY VATH NFPA 13 FtEQUPETJENFS- LEVEL I UODSE SCALE 22• MINIMLSACLFARMOEOFIVOMOWSPAENKERDEFECTORARETOWMANTANED- SPRINKLER HEAD LEGEND; 23. LmpEFtMWM PFV G ISTOOE SUPPORTED WITH RODOM BLOCKNOAND CLA MEPNc{ �� 1/4"=1'-0" AS PER NFPA 24 REOUW4%fNM ' 24• CURBBOXVALVEI9TOBEPROVKMASPEtNFPA_ N� 2& ALL REQLW4M SIGNS ARE TO W PROVIDED. ' = Pa4ricfL A Scala SP.dwg 2L SPW NKLER SYSTEM M TQ SE CONNECTED TO THE BU1LAMM FIVE ALARM SYSTEM. p t� N � 1wee. PAS DMNG. � 27. PIPINGTOBE SCHEDULE 10ANDiOR40BLACKSTi$. [+�] q >2a `CONtRACTOR's MATERIAL MW TEST CERTIFICATES'SHALL SE SUBMITTED TO THE FILE ' DATA: X71` MARSHA,PRIOR OT M"OVAL OF THE 9ISTALLATTON. a Arch/tog Stomp Area 1-1C-2416 1 NEMM t1TCRl FME Dcrr CONN 1 1 COVERED Ur It3gY�ems-.. ENTRY laTCHEN 2 . 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X42.0 2 _ 1 , RE ,'BtfS test ' ' i CM#VMMON.S7.L TO&FE LOCATION. --- ------ ----1---- --- --_ --_-'---- - - - - - �----- .c. i .. . MAIN ROADprm FIE; �. le CROXATNG PUBM WATER MAIN NEW 4' D,I. FIRE MAIN SEE FIRE SPRINKLER HEADER DETAIL FOR OONTINiJAT10N , & A- !A �a Mill Creek Restaurant �T —' 64300 Main Road `- Southold,New York _= Pt CT PLAN `Nle MOND FLOOR FIRE SPRINKLER PLAN Restaurant Mill Creek - 64300 Main Road 12 44T hnoicgProtecy Dr. Southold,New York East Setauket, NY. 11733 FEB 1 0 2020 ----.-__-- _ - PH/(631)688-61369 FAX(631)698-6W ttyy FLOW� N F RAN LICENSE SCALE'/4,=M,_p o : Povia A Scolo SP.dvg PAS DWG.ify 11 - B Arch/Eno Stagy Area DATE 1-10`2013 SP-3 SPRINKLER NOTES 1 . THIS IS AN ALTERATION TO AN EXISTING HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 13, 2013. 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. 3. ONLY LISTED MATERIALS WILL BE USED. 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF WET PIPING. 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 25. 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS REQUIRED. 9. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. (REQUIRED FOR EACH TEMPERATURE RATING). 11 .SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH CHAPTER 8. 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER CHAPTER 8. 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. 14.PROVIDE DRAINS AND PITCH AS REQUIRED. ............................•.. ..................................................._ ........ -- -------- ...................._........ --•-------•--••••••--•••••••••-••-•••••••-••--• •: •• --- 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING ................................................ FLUSHING CONNECTION AS REQUIRED. •.•..•• ............... "'" 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. 21 .TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. 22.MINIMUM CLEARANCE OF 18" BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. I 23.UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS I 1 i PER NFPA 24 REQUIREMENTS. I I' I 24.CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. I i 25.ALL REQUIRED SIGNS ARE TO BE PROVIDED. 1 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. I � 27.PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES" SHALL BE SUBMITTED TO THE FIRE ---_---- _ _ ------- ------ MARSHAL PRIOR TO APPROVAL OF THE INSTALLATION. I -�_ - - - - - _ I - - - - - - - -y - I• I 4 I I III IN O I I I - I 1 ! I C)o --� 2 ---- 1 I I I I I II `n `nLn f I BASEMENT r I ill " I ' I• I I I I• I I O O I I I•--- I--- .---.---.-.-.-.-. ._._._._.-..-. I III I -T-=(=ff I I I '1 II I I I I I I I - I I I _ �r -=� L---------------- e - - -- ---------- I t sL------------------------ ---------------- - E O w BASEMENT FIRE SPRINKLER PLAN SUPPORT CUP BULB SCALE: 1/4 "= V-0" WITH THREADS N a GUIDE _ CEILING FEB 1 0 ?��Q PINS (2) T T DEFLECTOR IN FIRE SPRINKLER HEAD LEGEND DROPPED POSITION �-`-/��� DEFLECTOR I -J I SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL F.M. STAMPING AREA- _ (eo_ I I RETAINER WITH 14 PEND WHITE 165 5.60 1 /2 RA3415 RASCO G5 PECONIC BAY YACHT CLUB SENTRY DIMPLES w SENTRY -_- 0 6 4 �� 0 300 MAIN RD AUTOMATIC FIRE � = PIPE DROP PROTECTIO TC. `�-i,'' SOUTHOLD, NY 11971 � �� 735 FLAN O = PIPE RISER f « e �L BASEMENTFLANDERS° 'IRE?9-0 , 31 COVER PLATE I: _ �� FIRE SPRINKLER PLAN PH#(631 )725 REVISIONS DATE BY FILE peconic bay rSCAL.E CONCEALED SPRINKLER _ DRAWN yacht cCHEKED PROJECT # -- ASSEMBLY BY RF BY # _ RMTDWG- DATE 1 /? /?n # C -- SPRINKLER NOTES 1 . THIS IS AN ALTERATION TO AN EXISTING HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 13, 2013. Emung , I Exp ting Q 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF "t Q SYSTEMS CONFORM TO NFPA 13. 1 i 3. ONLY LISTED MATERIALS WILL BE USED. r i i 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF WET PIPING. ----- I ' 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA ----- I I 25. 000 0 ` 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. ' 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS REQUIRED. 9. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. (REQUIRED FOR EACH ----------- TEMPERATURE RATING). ----------m I 11 .SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH 1 I 1 CHAPTER 8. 1 I 1 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER CHAPTER 8. 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. 14.PROVIDE DRAINS AND PITCH AS REQUIRED. 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. I I I I w w I I I 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE I I 1 i i APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. I I I I 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ! 1 1 t I I ACCORDANCE WITH NFPA 13. I I I 1 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS REQUIRED. 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. I 21.TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. I I I I ------- 22.MINIMUM CLEARANCE OF 18" BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. I I I I 1 23.UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS I I II I 1 ! I PER NFPA 24 REQUIREMENTS. 24.CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. ,..'... 25.ALL REQUIRED SIGNS ARE TO BE PROVIDED. I I E1 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. I I ° ► I 27.PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. -cry I I 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES" SHALL BE SUBMITTED TO THE FIRE 1 1 2 MARSHAL PRIOR TO APPROVAL OF THE INSTALLATION. I --------------------------- ---------------------- - --- r2- - 0 ------- -----------------f-------------------------- - - ---- - -- -- -- - --- -- - _ _ _ CO I 1 1 1 2 I N I 1 1 I I --------------- � , , - --------� - - _ -r