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HomeMy WebLinkAbout24056-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-26921 Date: 02/09/00 THIS CERTIFIES that the building ADDITIONS Location of Property: 2402 CAMP MINEOLA RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 9 Lot 6.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 24056-Z dated 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 ADDITION TO EXISTING MARINA OFFICE BUILDING TO INCLUDE A SHOP, SHOWROOM, STORAGE AREA, BATHROOMS & ACCESSORY BOAT RACK (1901X12IX201 ) & CATCH BASIN WITH DRAINAGE AS APPLIED FOR. The certificate is issued to STRONGS MARINA, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-453720 05/15/98 PLUMBERS CERTIFICATION DATED 03/10/98 VANETTEN PLUMBING & HEAT. C //A ho ri d Sig ature Rev. 1/81 r0RM NO. I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) M24056 Z Date .... ..................................... Permission is hereby granted to: to ....,�J.....� � �.......�....:T�a . ? .. r , .. Y�4. �inw �.�;cc�,T�/G. . f71.��. �5:,. ..�o.Ar.s�1`1.n..'..Y:/.�:!.x..�.�...t.9:!!�b..�9�:cr�!.. !�!'..��[��4�,✓.4� /.` at premises located at.......:. .C. k:� .........� f.....�.^ QSt? ..... . ..... .... 1 �e County Tax Map No. 1000 Section ...`..L......... Block .....Y............. Lot No. .6749.11............. pursuant to application dated ... ,�..... . .. 191.e7and approved by the Building Inspector. Fee $..2� %o.. GC.G�./ ildl g Inspector Rev. 6/30/80 M z BUILDING DEPARTMENU TOWN HALL • �� 765-1802 ? S MAR 07 51999 APPL CATION FOR CERTIFICATE OF OCCUPANCY SLOG. Fr. This ap I' d ® ill�d in by typewriter OR ink and submitted to the building inspector with the following: 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. 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 a 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. Fees 1. Certificate of Occupancy - New dwelling 255.0,2Additions to dwelling $25.00, Alterations to dwelling $25.0 , w coming p 5. :y building $25.00. Additions to accessory building $25.00. Business 00. 2. Certificate of Occupancy on Pre-existing�Buildine - 3. Copy of Certificate of Occupancy - , 4. Updated Certificate of Occupancy - .$50.00 5. Temporary Certificate of Occupancy - Residential$15.00, Commercial $15-00 Date .. 2Z 41 ( 1.. . . . . . . . M Construction..,/ .... O�1 ^� Pr -exist Building .. . . . .. . r , ►:. . .. .... .. . . . . . . . . . kation of Property..—....a.• •' Street . Hamlet House No. .Od, x L. (N.Y.VX�. . . .. . . . . . . . :«er or Owners of Property.. c�"�`^•'"•�•• r• . . . p � . . . nmty Tax Map No 1000, Section. .2... . ... ... Block. .. . . .... . .. .Lot. . .4e 2 . . . . . . . . . . . Filed Map. . . . . . Lot. . . . . . . . . . . . . . . ermit No2:ZA05a-(• y• ••Date Of Permit:t ��( A� • .• • • .Applicant-,L:_? .( :alth Dept. Approval. . .. . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . .anning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . squest for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . se Submitted: $. ..� 1 . . . . . .. . . . . . . . . .. . . . . . . . ` . . . . C LICANT Q2GS7y 7q cow x0121 'C- 05 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date MAY 15,1998 Application No. on file 14743697/97 N 453720 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of STRONG'S MARINE INC. , OFF CAMP MINEOLA ROAD, MATTITUCK, NY in the following location; ❑ Basement ® let Ft. ❑ 2nd Fl. OUT Section Block Lot was examined on MAY 12,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. , AMT. K.W. AMT. KM AMT. K.W. AMT. H.P. 17 22 25 15 2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. 'A.W.G. AMT. AMP. AMT. AMPS TRANS. AMT. H.P. NO.OF FEET AMT. WATTS 1 50 1 40 SERVICE DISCONNECT NO.OF - S E R V I C - E METER NO.OF CC COND. AWG A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W PER 0 OF CC.GOND. NO.OF HI-LEG OF HI-LEG NO OF NEUTRALS OF NEUTRAL 1 200 CB 1 X 1 3/0 1 3/0 OTHER APPARATUS: EXIT LIGHTS-6 GARAGE DOOR OPENERS-3 PANELBOARDSt1-11 CIR. 100 ROSLAK ELECTRIC LIC.#3677—EL�1t..,... L L, P.O.BOX 164 CUTCHOGUE, NY, 11935-2453 GENERAL MANAGER 11 EPer This certificate must not be altered In any manner; return to the office of the Board It Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. MAR I TOVA OP Sou QwQLD Town Hall, 53095 Main Road 516) 765-1823 ?. 0. Box 1 179 Z, n' ' Teleonone (516) 165-18C2 Southold. New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: rnC� I �� 04 Building Permit No . T (0 owner:Owner: (please t print) Plumber: pobe + V 'V)f--)-ien I (please print) JJ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to beforem this � � day o f v V�. 19 Y Nota_v Public, (�J��.County JOYCE NI.WILKINS Notary Public,State of New York No.4852246,Suffolk Counyx _ Term Expires June 12,18 o�0gl1FF0(�-CO GA ti x Town Hall, 53095 Main Road p • Fax (516) 765-1823 9 ���� � Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD April 21, 1997 Strong's Marine Inc. P. O. Box 1409 Mattituck, NY 11952 Re: Building Permit App. Filed 4/2/97 Dear Mr. Strong: Enclosed please find the referenced application for a permit. As was discussed April 18, 1997, we are unable to process your request because of a lack of plans and DEC authorization. Please feel free to contact me at 765-1802 regarding any clarification. Very truly yours, Gary Fis' h Southold Town Building Department Building Inspector Encl. 6 S OCCUPANCY OR USE IS UNLAWFUL Ca WITHOUT CERTIFICATE 4 OF OCCUPANCY APPROVED AS NOTED 1 - DATE � � B.P.# \J ai R (OCX/ FE ±� BY: n ' NOTIFY BUILDING DEPART ENT AT 1J -�p G/- 765-1802 9 AM TO 4 PM FOR THE � _n FOLLOWING INSPECTIONS: (p 1. FOUNDATION - TWO REQUIRED n O ^ E _ FOR POURED CONCRETE \(v\' E 2 N LL Off- 2. u ROUGH - FRAMING & PLUMBING E E r 3. INSULATION ` �c 4. FINAL - CON3IRUCTION MUST / v BE COMPLETE FOR C.O. (� (� � c 1 !�� ALL CONSTRUCTION SHALL MEET l 1 1 V Tf S`) THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY r -a )„ c51 CODES. NOT RESPONSIBLE FOR 1)f — a)o Jh v DESIGN OR CONSTRUCTION ERRORS o w 1 W n x f� i � ♦ Rr s RONGS "Home of Super Service" April 2, 1997 To: Southold Town Building Department 765-1802 Att: Gary Fisch Dear Gary: As per our discussion, attached are two Building Permit applications along with a current site plan dated 11-6-95 as approved by the Southold Town Planning Board and Suffolk County Health Department. We are requesting Building Permits for: A) New construction as highlighted in green to include: 1. 40 x 60 Showroom "N1" 2. 50 x 100 Shop 11N2" 3. 12 x 44 Storage area with Bathrooms and Showers "N3" 4. 190' x 12' x 20' High Boat Storage Racks "N4" 5. Catch Basin and Drainage "N5" We have Southold Town Trustee Permit 414409 and 414635 approving these. In addition D.E.C. Permit 411-4738-0.0611/00008 and 411-47.38- 00611/00004-0 and Health Department approval have been received. Copies enclosed. B) Existing construction (prior to our purchase) as highlighted in yellow to include: 1. Clubhouse trailer "E1" 2. Slate Patio "E2" 3. Paddleboat Floating Dock "E3" 4. Small Gazebo "E4" 5. Stockade Fence (hides storage boats) "E5" 6. Stockade Fence (separates parking) "E6" 7. Stockade Fence (Dumpster) "E7" 8. North Storage Racks "E8" 9. South Storage Racks "E9" 10. Gashouse w/Pumpout Station "E10" 11. Swing Set Playground "Ell" We have Southold Town Trustee permits for these structures. Permit 414409 and 414635. P. O. BOX 19409 • CAMP M MOLA ROAD MATMUCK, m 11932-0998 (316) 298-94770 • PAX (316) 298.3801 We would like to begin as soon as possible on the "new" construction. If you could please issue us a permit for this. As your time permits we would like to receive permits for the "existing" construction listed. If you have any questions at all please give me a call at 298-4770. Sincerely, Jeffery L. Strong JLS:ah Attachment A Board Of Southoldown rus ee SOUTHOLD, NEW YORK PERMIT NO. 44 DATE: ....2/1/95 V, ISSUED TO ......STRONG'S..MARINE INC- Pursuant to the provisions of Chapter 615 of The Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- .7, filled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRA h VEL OR OTHER MATERIALS FROM II LANDS UNDER TOWN WATERS;" and in accordance with the Resoluf ion of The Board adopted at a meeting held on .1/26/95 . 19 95 , and in consideration of the sum of $ 150-00 paid by Jeffery -Strong for STRONG'S MARINE INC. of Mattituck N. Y. and subject to the Terms and Conditions listed an the reverse side hereof, of Southold Town Trustees authorises and permits the following: NOW THEREFORE 13E IT, RESOLVED, that the board of Trustees approves the application of STRONa'S MAR11413 INC., construct 190' long X 12' deep X 201 high boat storage racks, a clubhouse building, slate patio, it small floating dock, small gazebo, a stockade fence (hides boat storage blocks), a stockade fence (Separates parking area), in stockade fenced area for dutupster, 3 storage sheds, a plastic work shed, a proposed future shop that would eliminate plastic shed and 2 storage sheds, existing boat storage racks Inorth south) recently filled dirt areas to berms, In addition, the grace on this area will be raised approx. P In the future. are- p This fill will come from dredging an the south sidefor new 3 to k bulkhead that Trustees have already approved, and , gas house j. with pump-out station. it should be noted that Strong's a. Marine Inc., understands that the Trustees do not want any additional pavement where the proposed new racks are. It Is also understood that grading this with gravel Is an acceptable Iand permitted use in the future. Located camp Mineola Road, \q Mattituck. (Permit subject to all other agencies approval) 1107 6 If - NEN YORK STATE DEPARTMENT OF ENVIRUNMENIAL CONSERVAI LON w DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00611/00008 December 26, 1996 FACILITY/PROGRAM NUMBER �}S) 1-EM I T EXPIRATION DATE(S) Under the Environmental December 31, 1999 Conservation Law TYPE OF PERMIT I New 0 Renewal •U Modification U Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Vater Quality 0 Article 27, Title 7; 6NYCRR 360: of Waters Certification . Solid Haste Management 0 Article 15, Title 15: Water U Article 17, Titles 7, 8: SPDES U Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management 0 Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined Land U Article 15, Title 15: Long Reclamation ❑ Article 36: Floodplain island Wells Management 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, U Articles 1, 3, 17, 19, 27, 371- Scenic 7;Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Strong's Marine Inc. (5167 298-4770 ADDRESS OF PERMITTEE P.O. Box 1409 Camp Mineola Road, Mattituck NY 11952 CONTACT PERSON FOR PERMITTED WORK [TELEPHONE NUMBER Jeffrey L. StrongCa Mineola Road, Mattituck NY 11952 6) 298-4770 'NAME AND ADDRESS OF PROJECT/FACILITY Strong's Marine Camp Mineola Road LOCATION OF PROJECT/FACILITY Mattituck COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold James Creek DESCRIPTION OF AUTHORIZED ACTIVITY Construct a 5,000 square foot indoor shop, a 2,400 square foot showroom, expand an existing septic system and place 150 cubic yards of clean fill. All work shall be in accordance with the attached NYSDEC approved plan. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, sit applicable regulations, the General Conditions specified (see page 2) and any Special Conditions included as part of this permit. DEPUTY REGIONAL PERMIT ADMINISTRA- ADDRESS TOR: Roger Evans Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE December 26, 1996 Page 1 of 5 'q Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. Z/63.5 DATE: .August ygust 5, 1996 ISSUED TO ......Strong's Marine Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM 0 LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on July 31 19 96., and in consideration of the sum of $ 150.-00 paid by Strong's Marine of .. ........ ... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Truslegs a0horizes and permits the following: to construct a 401 catch basin 0"kQ60t'5r=rroom, to install a I Nil as per specs. , and additional parking as per Manning Board Survey dated May 21, 1996 AI 111 all in accordance with the detailed specifications as presented in the originating application. I s s IN WITNESS WHEREOF, The said Board of Trustees here by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. tn ♦ ft, Ali, mqMP* "IRMP, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00611/00004-0 November 10, 1994 FACILITY/PROGRAM NUMBERS) pE ''i- EXPIRATION DATES) 'Under the Environmental November 10, 1996 Conservation Law TYPE OF PERMIT I New 0 Renewal 0 Modification ■ Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608; Water-Quality 0 Article 27, Title 7; 6NYCRR 360.- of 60:of Waters Certification Solid Waste Management 0 Article 15, title 15: Water ❑ Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: SupplyHazardous Waste Management 0 Article 19: Air Pollution 0 Article 15, Title 15: Water Control 0 Article 34: coastal Erosion Transport Management 0 Article 23, title 27: Mined Lend 0 Article 15, Title 15: Long Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, 0 Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Strong's Marine Inc. (516) 298-4770 ADDRESS OF PERMITTEE P.O. Box 1409 Mattituck NY 11952 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Jeffrey L. Strong (516) 298-4770 NAME AND ADDRESS OF PROJECT/FACILITY Strong's Marine Camp Mineola Road Mattituck LOCATION OF PROJECT/FACILITY Adjacent to parking area - COUNTY TOWN WATERCOURSE MYTH COORDINATES Suffolk Southold James Creek CE SCRIPTICN CF PUfI MIZID PCTIVIlY Install upland boat storage racks 190 feet long by 12 feet wide by 20 feet high adjacent to existing boat storage racks, as per plans prepared by J. Strong dated 10/26/94 and stamped NYSDEC approved dated 11/9/94. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General)Conditlons spec(fled (see page 2) and any special Conditions included as pert of this permit. DEPUTY REGIONAL PERMIT ADMINISTRA- ADDRESS TOR: Charles T. Hamilton Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE / ` DATE November 10, 1994 Page 1 of 4 New York State Department of Environmental Conservation --------------------- NNW N--OTIC--E The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number 1-41739' O&Yall 0000 I/0-0 Rc3ERT A. _NF Expiration Date / ��� _ ro NOTE: This notice is NOT a permit Albert J. Krupski,President Town Hall John Holzapfel, Vice President iZ 16 I97 53095 Main Road x, P.O. Box 1179 Jim PZH. p� !� Southold,New York 11971 Mallin H. Garretl ��__� .�.,__�. .A Q G1_�tG. 'I: Peter Wenczel Oj �,'� rawer�F St�< :;,� :telephone(516)765-1892 'Fax (516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 15, 1997 Jeff Strong Strong' s Marine, Inc. P.O. Box 1409 Camp Mineola Road Mattituck, NY 11952 RE: Permit #4635 SCTM #122-9-3 & 6.1 Dear Mr. Strong: Please note that the 50' X 100' proposed building on the survey dated May 21, 1396 isjust outside the Trustees. jurisd-ation. if, anything changes you wouldhave to come back to this office for an amendment. If you have any further questions, please do not hesitate to contact this. office. Sincerely, ,/ , Albert J.Krtrpsk/, sir 2' President, Board of Trustees ' AJK:jmd •' RF.V PESCI py DA`i DETAIL 3 :x :z T^! 4' i DETAIL 2 L�1� Ile $i U SIDE ELEVATION � Q (gyp) U� 3 PLANNING BOARD MEMBERS �gOFFOJ,rc Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. Gym p.0. Box 1179 Chairman o -'� Southold,New York 11971 WILLIAM J.CREMERS Fax(516) 765-3136 KENNETH L.EDWARDS Telephone(516) 765-1938 GEORGE RITCHIE LATHAM,JR. P RICHARD G.WARD y � PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Edward Forrester, Director, Code Enforcement FROM: Robert G. Kassner, Site Plan Reviewer RE: Strongs Marina Camp Mineola Road, Mattituck SCTM# 1000-122-4-44 . 2 # 1000-122-9-3 & 6 . 1 DATE : February 8, 2000 An inspection was made of the above project on this date. The project has been built as per the approved site plan of March 10, 1997 . The Planning Board recommends that a Certificate of Occupancy be issued. SIROINGS ' . "Home of Super Service" February 3, 2000 Town of Southold Building Dept. Main Road Southold, NY 11971 Att: Pat Dear Pat, Enclosed please find our check#011333 in the amount of$50.00 to replace the check you have of ours from March 1999 #10146 for our final certificate of occupancy. We had received final Building Dept approval in Feb. of 1999. I don't know why we have not received our CIO one year later. In speaking with you, you indicated that you are awaiting planning board signoff. We are of the understanding that all is correct and we should have had this last March. Any tiring you could do to expedite this would be appreciated. Thank you. Sincerely, Re Strong P.O. BOX 1409 • CAMP MINEOLA ROAD, MAT HTUCK, NEW YORK 11952.0998 PHONE (516) 298.4770 • FAX (5 16) 298-3801 www.strongsmarine.com I II:LII 1(IllilA;�41 Illll II I;I'lllll Il0'I'l� , 1 r i�nrmmA'ruOil ( ul' ) � 2 C�� •�tc _ az — _.x �r� I II II:II 1'ItAlll! R n � I'i,l1r 111 I Ii(I ll!;IIi.A tI OII I'IUl 11 , Y r 1:1701( V\ -- I IIAl. - --- ------- � ^.,_.. AIIIII'1 IONAl. 7 ,11 I S/1AW` 4.. -- o 41- h U 6 ., o 303-18 FIRE PROTECTION STANDARD FOR MARINAS AND BOATYARDS (I) Before welding or cutting is begun on decks or bulk- 6-10.3 All flammable liquids required shall be kept at a min- heads, a careful check shall be made of conditions on the imum and handled only in approved safety cans. opposite side thereof to eliminate the possibility of damage by heat or fire. 6.10.4 Gravity feed from fuel tanks to test stands shall not (g) Safeguards shall be taken with any fuel tanks to pre- be permitted. vent vapors from creating a fire hazard. 6.8.4 Neither welding nor cutting shall be attempted on a 6-10.5 An adequate supply of approved portable fire extin- fuel tank unless the tank has been cleaned or otherwise safe- guishers of suitable type shall be installed and maintained guarded in accordance with NFPA 327,Standard Procedures in an approved manner. for Cleaning or Safeguarding Small Tanks and Containers. 6-11 Battery Service and Storage. 6.8.5 All welding and cutting equipment shall be maintained 6-11.1 Hydrogen gas is formed during the functioning of - in the best condition.Oxyacetylene hose shall be neatly coiled wet cell storage batteries. Hydrogen gas is highly flammable, and stored in a cool location,free from grease,oil,etc. Spare is much lighter than air, and will rise to the highest avail- gas cylinders shall be limited to five and kept in a well- able space.The area used for service or storage of such bat- ventilated locker. Electric welding equipment shall conform teries shall be designed to: to the provisions of NFPA 70,National Electrical Code. (a) Vent the gas to exterior atmosphere, and 6.8.6 Wherever welding or cutting operations are in pro- (b) Prevent ignition of such gas that may not be completely cess,adequate and suitable fire extinguishing equipment shall vented. be supplied,installed,and maintained in an approved man- ner and a competent fire watch provided where deemed 6.11.2 A separate room or completely closed area shall be advisable. provided for battery charging and storage.The room shall be used for no other purpose and materials not required for 6.9 Woodworking. Good housekeeping and clean premises the designated use shall not be placed or stored therein.The being essential to health and safety,woodworking equipment access door and windows(if any)shall be kept locked when and machinery shall be arranged in a manner to prevent the room is unattended. accumulations of sawdust, shavings, and wood waste. The interior of woodworking areas shall be constructed so as to 6.11.3 The battery room shall be ventilated in the follow- minimize pockets and ledges inaccessible to cleaning,and the ing manner:air inlets shall be provided at,or below,the level following precautions shall be observed: of the battery racks with adequate exhausts at ceiling.A vent (a) Sawdust,waste,and refuse shall be removed daily,or stack equipped with natural draft exhaust head shall be more often if necessary, and safely disposed of. installed to aid in providing an upward draft. (b) Exhaust systems shall be installed for automatic removal 6-11.4 The room and the electrical equipment located of sawdust and shavings from planers. within the described space shall conform to the applicable (c) Machines shall never be left unattended while in oper- requirements of NFPA 70,National Electrical Code,for Class ation. I, Division I, Group B, Hazardous Area. (d) The area provided to accommodate boats undergo- ing construction or repair shall be large enough to permit 6-11.5 To minimize the hazard,switches for control of ser- free access around and under them.A check shall be made vices and illumination may be located on the exterior of the of all boats in this area to make certain the area is free of room or enclosure,and,in such location, need not be rated flammable vapors and other hazards. explosionproof. (e) All volatile liquids required shall be kept to a minimum and handled only in approved safety cans. 6-11.6 Battery chargers used shall have separate control (0 Adequate and suitable fire extinguishing equipment switches in addition to a master switch to control all units. shall be supplied,installed,and maintained in an approved manner. '6-11.7 Charging equipment shall be well secured,protected (g) Open flames,lights,and smoking shall be prohibited. from physical damage,and so located as to permit good ven- tilation all around it. Metal enclosures of battery charging 6-10 Machine Shop. devices shall be bonded to the equipment grounding con- ductor of the electrical system (green wire). 6-10.1 The machine shop shall be housed in a separate non- combustible or fire-resistive building or effectively segregated 6-11.8 Racks for storing and charging use shall be substan- by means of a fire wall when it shares a building with other tial,suitably insulated,reasonably open,and shall permit the facilities. If a means of egress is necessary in the separating setting of batteries so that no pockets in which gases might fire wall,it shall comply with the requirements of NFPA 80, accumulate can be formed,and shall conform to the require- Standard for Fire Doors and Windows. ments of Section 480-7, NFPA 70,National Electrical Code. 6-10.2 Machines and motors shall be kept clean and in good 6.11.9 Insulated tools and battery clips equipped with insu- repair at all times. lated cuffs shall be used to avoid short circuits. 1990 Edition REFERENCED PUBLICATIONS 303-19 6.11.10 All battery servicing work shall be conducted by source for specifying compliance in procurement of equip- experienced personnel only.The following specific precau- ment, systems, and design or installation services. Key tions shall be followed: requirements of the referenced standards as they apply to marinas and boatyards have been included in Chapters 1 to (a) Smoking shall be prohibited in the battery room. 6 inclusive with reference to the appropriate NFPA or ANSI standards. (b) No open flame or spark producing work shall be undertaken in the battery room. 7-1.1 NFPA Publications. National Fire Protection Asso- (c) No volatile liquids shall be stored or used in the bat- ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA tery room. 02269-9101. (d) Cell caps shall be kept tight while connecting or dis- NFPA 10-1990, Standard for Portable Fire Extinguishers. connecting batteries,but shall be removed whenever possi- NFPA 13-1989, Standard for the Installation of Sprinkler ble while charging. Systems. (e) Battery tongs or other appropriate carrying devices NFPA 14-1990, Standard for the Installation of Standpipe shall be used when removing or lifting batteries. and Hose Systems. (f) Wiring connections shall never be connected or dis- connected if power is being supplied to or released by bat- NFPA 20-1990, Standard for the Installation of Centrifugal teries. Fire Pumps. (g) When nickel-cadmium batteries are to be charged or NFPA 24-1987, Standard for the Installation of Private Fire serviced in the reserved area, the work shall be done in a Service Mains and Their Appurtenances. separate work area from which servicing or charging is NFPA 30.1990,Flammable and Combustible Liquids Code. done on lead-acid types of storage batteries. Tools and equipment used in servicing or charging nickel-cadmium NFPA 30A-1990, Automotive and Marine Service Station batteries shall be distinguished by an appropriate color Code. applied to them and shall be at all times reserved only for NFPA 31-1987,Standard for the Installation of Oil Burning such usage. Equipment. 6-11.11 One (or more) approved dry chemical portable NFPA 33-1989,Standard for Spray Application Using Flam- fire extinguisher(s)shall be provided in a readily accessible mable and Combustible Materials. location within the enclosed area and shall be maintained NFPA 54-1988,National Fuel Gas Code. in an approved manner. NFPA 58-1989, Standard for the Storage and Handling of 6.12 Servicing Liquefied Petroleum and Compressed Liquefied Petroleum Gases. Natural Gas Systems. NFPA 70-1990,National Electrical Code. NFPA 71-1989, Standard for the Installation, Maintenance 6-12.1 Utmost care shall be exercised at all times in the and Use of Signaling Systems for Central Station Service. servicing of liquefied petroleum gas and compressed natu- ral gas systems and equipment. NFPA 72-1990, Standard for the Installation, Maintenance and Use of Protective Signaling Systems. 6.12.2 Changing of cylinders shall be performed in accor- NFPA 72E-1990, Standard on Automatic Fire Detectors. dance with NFPA 302, Fire Protection Standard for Pleasure NFPA 80-1990, Standardfor Fire Doors and Windows. and Commercial Motor Craft. NFPA 9011-1989, Standard for the Installation of Warm Air 6.12.3 Checks for leaks in liquefied petroleum gas and Heating and Air Conditioning Systems. compressed natural gas systems shall never be made with a NFPA 211-1988, Standard for Chimneys, Fireplaces, Vents, flame. and Solid Fuel Burning Appliances. NFPA 302-1989, Fire Protection Standard for Pleasure and Chapter 7 Referenced Publications Commercial Motor Craft. NFPA 307-1990, Standard for the Construction and Fire 7-1 The following documents or portions thereof are ref- Protection of Marine Terminals, Piers, and Wharves. erenced within this standard and shall be considered part NFPA 327-1987,Standard Procedures for Cleaning or Safe- of the requirements of this document. The edition indi- cated for each reference is the current edition as of the guarding date of the NFPA issuance of this document. 7.2 ANSI Publication. American National Standards NOTE: It is not the intent of this standard that the marina Institute, 1430 Broadway, New York, NY 10018. or boatyard owners/operators maintain copies of these stan- ANSI C73-1973 (including supplement C73a-1980), dards as a requirement of this standard, nor is it expected Dimensions of Attachment Plugs and Receptacles. (See Appendix that they be knowledgeable as to their detailed contents. for configuration of pg and plugs receptacles.) The inclusion of these reference standards provides a ready B 1990 Edition tl. '+1s• �. .,,.,; uRp.V."�'Lriwmmri.r rl�nnsnwwr�w>pvLf:u^ •uA. u ? •�o �E FRI 10:51 FA.Y January . 199 raasu, .) 8, anuarry g, •:i. ., i! ....:1 ..::,> x; :r1.i:.wiC YCIN L � . Mr. Robert Schank SflaywatersRoad j'i �' - 1� �n ��;�.t�?{.•. Cutchogue NX 11935 !:' ,'.;' r �,➢..S l: Subject: Tuff-R Insulating SheathingV,14 Dear Mr. Schank: This is to certify that Colotex Tuff.-R Insalatin'Sheathing(up'to`P)as oved b the modci codes for use in crawl spaces withdut sithermal bauier: nelcsedi ;acvpy BOCA Research Report No. 93-14 for TufF R'whieh lists this approval on page 2. Section 3.3. If you need additional information,please call meat(813)873-4417'or(800)622-6061„•. ; j 1=..Ir::, : ! ! option 5. Sincerely, Christa StngnCY Associate Representative Technical Services ;::. . ?t ' �'.! �M•�11i4 ^'fEnclosure �t, ,,,++ !• ,,til ,. 1 ' � �� 111''f^� •;�•,'�!. ''jj.. . .....,..r y . is 01/08/99 FRI 10:51 F1S la•. �l'002, ! rj �•�xi'.'J ' Yln .1}I7.. ';e..:;?,r••i.�)c 4ykr+4.4�'' 1:4... ::••".'J'4sr?•r`:i:�r.':y'F'T"Y,f_a'�':�:^ap11ps-n_•'yr. I, i i:'i WX pL`?!:':' Z�YL�t4 •t1w !} t '�l.':' <�Yle'L�r c:��'';'i�. vy i' l:':'v:. SM :t,. .{ hl rY. J' 'IY Lr5:i�J. 'i 'Y:.r v ��\I'�'�1✓ (jam ' !i... •:i�,t,�J/31, 31'1♦ ��• ( ai �A� ,i L.1=Y4`� f, .'�{ahiln'�i'C: y�J�,ei. tii�i 1i1 i,S'u'.'1 4 �i {Ml•i yJ.4, f.�. / :'• A' .`•.r.�v „'. 1 !k �)�ry�,1 r�J':fr.1'J:�t'•�l(IiA Z. f ':1'I• ':3':JJ .4�" - r .�l' Nk.::f�'\. �•I:.�' '� .: � iQ.'�~r:w,.: �.: '-.+f'f. !j;'i rr ';. /ti.^.'yipyAf' •h ,1'�,` ��TT'--r4f...T.�i.'.{iMr.•Ji'.a','!1. li ' t ly ,� Rte$ 69'Lt....• .�i.•'>r'.:,;.Yi !s n C3• T R... xie: �' '4iG+"fry - .�Ly.. , a. . �t5r�r:'L;r•Eus..: ✓1:�. i"' ' F'-0j'R'. I! S .��fll K. M1' .YVli.' N% '. �::: % .y.-�r,.( '. i yt1•` -v ��11 ft 4��; : H.,: 5+„�;;,!•. •w- f �'•�4 �' a 5'�r i r=.. 'd I;:.'s R�{', �,` i'�•`'�'V.`�•- Ye+y 1�. n ' 'w`•1'?f;IG• ♦f a � -,1,,-�1'°''' I :.n.::. ; 1 .. ',.11�/1C1i4�t��i�i1,.'aJy'Lu u,•1.'bir�4�} :r} l LJW/������r�1�1 '�' �j1 ••MJI •r�i F. , II CATEGORY 23•INSULATION `L2 2NSTALLAg'tON 3 ( T'� 717FF-RINSULATINGSREATHING TufLR Insulating Sheathing shalL.be attached!w. ? 1 resistant nails having a tninimum 3B-Mich dian)etct ...... -? Cv TEX COOOPATION u± ren F.U.SOX 31602 sufficient length to penetiate'wall flaming a ni FL 33631 inch,or Witch crown,16'gauge�ple9'nvlVPi:' „ t to pent9rrate wall framing a'rninimum of I2:incii. :l?"':',.'�°:!3'I,}��„',: , 1.0 DESCRIPTION OF EVALUATION TOM Insulating Sheathing shall be separated from the interior I. of the building by an approved thermal barrier,except Tuff.R j i.!, Insulating sheathing having a maximum thickness of 1-inch Tuff-It insulating Sheathing is a,non foam plastic thick is permioad to be exposed within attics and crawl spaces insulating sheathing that has been evaluated for use in or,on where entry is me&only for the service of utilities. 41 r exterior walls of buildings of Type S construction. The i;, valuation is based on testing determining thermal transmission Tuff-R Insulating Sheathing is also used as a component of properties and fin tau determining surface burning character following 1-hour fircresistance rated load bearing,IW''Piot �! ;stns, the performance of the sheathing within exterior walls _ walls assemblies: raving a I-hour fircresistance'rating,and the performance of the s;-,TZ.Nng in arsics and crawl spaces where entry is made for 2.2.1 Tuff•R Itssulating Sheathing,in thioltr ess fford ?H' e se,rvlce n,f utilities without a 15 minute thermal barrier. to 1-inch,attached to the euerior side of a wsf#.':' ing of nominal 2-inch by 4-inch wood aVsl§ ' 2.0 bESCRIPTION AND USE OF THE PRODUCT inches O.C.; 3S4 inch thick glass fiber insula&i! , placed in the said cavities;srs-inch • i 2.1 GENERAL gypsum wallboard applied overlaJb,mifr, vapor barrier on the interior side of the,,.WbNrt Colotex Tuff-R Insulating Sheathing is anon-svuetural foam minimtun plywood. JIM-finch lap 'or%`paif�EP1 , sum insulatin sheathing hardboard or plywood,steel oraluminuffLoA ,” g g that consists of a non-structural brick,stone or pordand cement stuccoiI,olyisocyanurate foam core widt a multi^laminate facer on ! "k an exteriorfnish,The steel and alarninum sidings;and•�.ra ! ;c;it sides or a multi-laminate facer on one side with a Single i! g due brick, stone and patiand cement stucco %vsrifvon cis j �'i of aluminum foil on the other side. The mulp-laminate zee:ccnsis of aluminum foil on each side of waft paper shall meet the minimum nominal thicknesses sp The in Table 1405.3. '::!:•:nutting is 8190 available with one of the facers embossed :.`. z-osrc ectivc'black coating. 2.2.2 tuff--R Insulating Sheathing,in thickness from 7116-inch . T,he sheathingis available in thicknesses of ata-inch to31rz to 1-tnch,attached to the interior side of a wall consist. ing of nominal 2-inch by 4-inch wood studs spaced 16 inches and sheet sizes of 4 feet wide by 8 or 9 feet long.The inches O.C.; 33B inch thick glass fiber insulation baits sheathing has a density range between 1.8 and 1.96 pounds per placed in the stud cavities; t2-inch minimum Type X cubic foot.The thermal resistance values(R-values)of Tuff-R gypsum wallboard is applied over the Tuff•R Insulating Insulating Sheathing are listed in Table 1.The sheathing shall Sheathing;sns-inch minimum plywood, It/32-inch lap. sot be used structurally to resist transverse,racking or vertical [ r•tt}'i i' toads. panel wood,hardboard or plywood,steel or alum�!.n ,;QQ siding,or brick,stone or pordand cemrnt.stu",vet' r:a:<ROSI,Evaluation 9er4w.Inc..with any quetdons you may hart to " '"• "• � Y .nit g OR It'epme..tothe 11mny,phew e11r temaei a d you Xpe m9 Wormmlei# •< W =o^:r_�co or the the Vet cnion req hernia bit eh b contraryepee e t tel ttpert, e, repoR it eubleet to lb IWilatteee meed lutein and(oft end text tepanx mbmilted by the:,ppliemlon reran mit pendent fear Litre na eymb t reel g roper;mete or manaraOGtaruR.wasaarvyp SmtseeBObyE�mlanrdH' :rc,.xpeeifie;tny dote not make any wartun[y.�ohrr eupa!axedorimpned.ar to my findings Of other tatMrnl this xgetta:wmmy gadoat eoreted by tairrzppt;:'. . L m;"we not fa be dum1fued nv mPnMeaeina w1tW19s or any athareadbow not.xpaeineeley eddrwned wr am mdmratten[or realamra tics tortttem e n, a report.Tldx atC!almer mdudes.bur IN not nmiled la mamhann5ilhy. •,: y, . ^ccy-ghr, 7994.®pGp Evaluation se s,/tic. Purge 7 of3 !!i ki: Cu1199 FRI 10:52 FAX ;gplird as,an exterior finish over 12-inch fiberboard gheathin .The steel and aluminum sidings. f I { 8: Meter Apparatus determined the thermal f cs' and the brink stone and ponland. , , values)of the74MRIrLtip( spedft stucco veneers shall meet the minimum nominal thicknesses;:I : ;;Q11, &„ i spxifiad'In Table 1405.3. ti bf 90 days lit;l. "L'; temperai irdi' . i!Opt, ° . •� ' .; "�.shea[lung thicioi'ir s+ .fit 3.0 ANALYSIS OF SUB f +' '' ''k^'sG ;nav ;.,w• !o U??. ,y MITTED INbORMATYON : a ; j; ' E �: I:ii t yy�y rr J i�t��rl�'�. • :.,.e following data was submitted the proponent by P code :,CODESECTlON.2601 ZAip�rioJglDK'' i :.emo'nsrration of compliance with the trspective code seeflone i!. requires foaht plastic pt-tincts tti:6e :+s'.eu abcvc each'itcm of inEormsdon. The basis is the 1983' `f . fpspeetions pecforrncd art'' t0 ?0Cr1 National BuildingCode. by aF ved with Stztlon 1. P im h c 3.1 I •�: FOAM PLASTICS Review of the Quality MGnu akPreparedi Laboratories, Inc for the Calotax C fiTT; 7'esung . CODE SECTION 2603,3 Surface-burning cfiaraeterlsdes: Provides orpotation 9ndicates that This section requires foam plastic cores to have aflame s P periodic lbllow•up in-plant inspections to rating of not more than 75 and a smoke-develo radn of rtot determine that 7itff-R Insulating Sheathing continues to be more than 450 when tested in the maximum intended the kness representative of the samples tested, in accordance with ASTM E84. Review of submitted test reports and product labelsindicate , ,! Tl:e res'Jirs Of testing show that the Tuff.R InsulatingShea that the Tuff=R InsulatingSheathin is labeled b Facto '. g Mutual Research Corporation- g ! 1:.Factory M the maximum thickness of 3t2 inches displayed a flame • • , ' ,lil'•"',r ,,?-eat rating of 25 and a smoke developed rating of 230. 1Z PIRERESISTANCE RATED WALL ASSEMBLIES 4'0 JNSTRUCTI ONS TO THE CODE OFFICIAL'._`'�''j; CODE SECTION 704.].1 Firetssistance ratings: 'Ibis nano wrath the 1993 Edits n Sheathngof eme It BOLA a th ! ' section requires the fireresistance rating of building assemblies This report is limited to the herein. Band' ., to be determined in accordance with ASTM E119. herein. This evaluation is based solely upbtr"' "' ?i:c results Of fust scale and small scale fire testing in scoot- provided to BOCA Evaluation Sery Corporation and has not been- iM tl '• 'r Y? . r%'t. �, °ace with ASTM E1 19 determined that Tuff-R Insulating BOCA.ES.BOCA-ES intends that repo" S eat!:fng, in thickness from 7116-inch to l.ineh, installed, code offiicia( W determine that Tuff R Insulati SheaMin h '-z:' assemblies detailed in Section 2.2 of thisCompliesgi 'I.<`,jc;,i s :-i:ovr fireresistance rating. report with these cede requirements which azo specifically; •' addressed•in this report and provide that this at I& Ili .3 ATTIC AND CRAWL SPACE APPLICATIONS Installed in aCCe(danee,with the following Jfmiptions: , CODE SECTION 2603.8 Alternative approval:This section Linllfatlons 7c17, as the installation of foam plastic in attics and crawl spaecs used only for the service of utilities without a IS minute 44 This report is subject to annua).00rtificadon.Reports that thermal barrier when a standardized room fire exposure test are not certified shall not be used or referred to.In order measuring the flammability contribution of a finish material is to determine the status of certification of this report see ;--formed. the Current BOCA Evaluation Services, Inc, Nationale Product Evaluation Quarterly. e :esuhs Of testing show that Tuff-R Insulating Sheathing a ;-exit um thickness of 1-inch does not significant( 4.2 Tuff-P.insulatin Sheathing is tmitted to be iris ' Y S g pc { tr z fire when installed without a protective thermal within• attics and crawl spaces without a 15 minute ler within attics and crawl spaces, thermal barrier in thicknesses up to and including 1L'ne Tuff k Insulating Sheathing is regained to be' "' 3.4 THERMAL PERFORMANCE from all other interfor areas of the buildin w` ' approved thermal barrier. ;& CODE SECTION 1303.2 Details.-"77114 section requires that the R values of insulating materials berovided on the con- 4.3 Tuff. atP'QSta A .,. NLurnik WI:'w P Rlnsuladng Sheathing, in thickness lnoin irrc•incti""""""""'�` struction documents and specifications submitted to demon- to I•inrh,is t,: permitted to bepartofal-hour fireresistance..� i. 'i ti:; t:e con`ormance to the energy conservation provisions. rated assembly detailed in Section 2.2 of this report. ^ • lil z m ul*s of testing in accordance with ASTM CS 18 Standard 4.4 The ftrcresistancerated assemblies desbribed in Section . t` '�:et^cd for Steady-State Heat flux Measurements and .2 of-this 2 report shat) only be used where the:fire: :Mal :ransmimion Properties 1, Means of the Heat Flow - separation distance exceeds 5 feat. :.. ^•S't38 FRI 10:82 FAX t 9004 4,S All Tuff-R Insulating Sheathing shall bear the label of as SA l 1+' approved agency to indicate that the prod DWORMAT16N REQUIRED ON CONST RUCT uct was Ism- DOCUMENTS dueed in accordance the requirements of the quality .. .. •: I,.,;1,i :;'. p,y i ," •. `• e assurance manual, The Labe! shag also indicate the. :;' To aid in the t+ms oF'tlif iepon tl i'ot Ioivi'tgtgl 41u thickness, density, and flame 0 71' o ed rad o spread and smoke Bevel- minimum level-of infotination to be refleetFd oh P gs of the sheathing. ' tion docuttiems.;in ardq tot 4.6 The use of Tuff-R Insulating Sheathing in or on the'' teseamhripeirt exterior walls of buildings of Types cope of this .;,1,2,3 oro construe,; ,i• ti.1•• The 9tta' tion is not within the sreport 4.7 Tuff-R Insulating Sheathing shalt not be installed in 5 2 ormation provided on ins thicknesses exceeding 312 inches, Inft:uuon the use Of Ttff.-R Ltsitlatirt •$ljyr rr. 4.8 Tuft=R insulating Sheathing shall not be used as a nailing include,butnot be;lilnited..gq base for exte 8.` the wall,all com eats of ea" ; 9 rior finish materials. Po" eue�it iva� ) + ry i value of,the sheerhing: 4.97uf-R Insulating Sheathing shall be attached with 53 corrosion-resiatent "'Ills having a minimum sm-inch The manufacturer shall provide the user of this report diameter head with sufficient length to �^�complete instructions on ft proper installation of framing by a,4-inch, or I-inch crown, 16 gauge staples t wall Tuff-R Insulating Sheathing. with sufficient length to penetrate wall framing mini. . rn: ri of t2-inch. 6.0 IDENTIFICATION 4.10 The manufacturer shall provide installation instructions All packages of Tuff-R Insulating Sheathing manufaetuted;n 1 that ensure the safe and report Insulating Sheathing. proper installation of Tuff R accordance with this shall be marked at the. tent ith {•!1t.! the manufacturers name and model number;alonpd�y , p �.,:•4u•r 1••11 The sheathing shall not be used structurally to resist tReseah Repo No X93 1Baference to`hn 1 ItanSVeraG racking Or VCttICeI 108tIs, ' s limited to the identification as described herein:•, '1"Nth" " A ,. .u;r,•amwr.ifpP YIPf! Table 1 1 TUFF-R INSULATING SHEATHING R-Value at 75°F,Mean Temperature Nominal Thickness(inches) c". 3/8 1/2 5/6 3/4 7/8 1 9.0 4.0 5.0 5.8 6.7 7.7 f0 11.5 13.5 15.4 ,c e• 1 µMiY:,9WWr i •'•,PI`iii��INifli. MMI N2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: G DATE ` INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -1A r DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTI® [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & C IMNEY /®� REKS: M Ile ms DATE f© INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND ( INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE �o INSPECTOR M-1802 B ILDING DEPT. SPECTIQN [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY / REMARKS• 04 DATE_�/��`��,�INSPECTO M-1802 BUILDING DEPT. SECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4� f DATE �IIS19 7 INSPECTOR 2� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ VrISULATION ��) [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY f� REMAR S: all-, - DATE /g 9 INSPECTOR Z M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE/A� CHIMNEY REMARKS: DATE-��7`/ 9 INSPECTOR EV PESC. loyloA`f �r. I 4, 2 MAIL 3 5 s 4� DETAIL 2 (� �-- cn c, . � „ SIDE ELEVATION c (TYP) W I---- `_ or U7 DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00611/00004-0November 10, 1994 FACILITY/PROGRAM NUMBERS) P E FFR IT EXPIRATION DATE(S) L4X3er the Envirornontal November 10, 1996 Conservation Lew TYPE OF PERMIT I New ❑ Renewal 0 Modificatlon ■ Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608; Watery Quality ' 0 Article 27, Title 7; 6NYCRR 360: of Waters Certification Solid Waste Management 0 Article 15, Title 15: Water 0 Article 17, Titles 7, 8: SPOES 0 Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management (IArticle 191 Air Pollution ❑ Article 15, Title 15: Water Control 0 Article 34: Coastal Eroalan , Transport Management tl Article 23, Title 27: Mined Lard 0 Article 15, Title 15: Long Reclamation IT Article 36: Floodplain Island Wells Monagement 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37, Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Strong's Marine Inc. (516) 298-4770 ADDRESS OF PERMITTEE P.O. Box 1409 Mattituck NY 11952 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Jeffrey L. Strong (516) 298-4770 NAME AND ADDRESS OF PROJECT/FACILITY Strong's Marine Camp Mineola Road Mottituck LOCATION OF PROJECT/FACILITY t Adjacent to parking area COUNTY TOWN WATERCOURSE MYTH COORDINATES Suffolk I Southold James Creek OE9C7iIPTIM CF ANI-CRIZHI PCTIVITY install upland boat storage reeks 190 feet long by 12 feet wide by 20 feet high adjacent to existing boat storage racks, as per plans prepared by J. Strong dated 10/26/94 and stamped NYSDEC approved dated 11/9/94. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the Generel)Conditions specified (see page 2) and any Special Conditions Included as part of this permit. r TY REGIONAL PERMIT ADNINISTRA- ADDRESS rles T. Hamilton Bldg. 40, SUNY, Roan 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE ��1 � (L �� �''l- t��.- -CC'-:-, November 10, 1994 Page i of 4 t� New York State Department of Environmental Conservation N-0 T '44W ---- -CE NEW - The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmen-tal conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. GRegional Permit Administrator Permit Number 0 �D� ���4 I/ RCS-FT A. CREDIT Expiration Date ` / 710 � / r NOTE: This notice is NOT a permit NEN YORK SIAIL D1.In EFFECTIVE DAl� December 26, 1996 R%P IRATION DAMS) ,dT NUMBE TIG December 31 1999 under 3./00006 11�- I-. TROTI ,;ILIMPROGRAM NUMBERS) Co servationni-awtal erste p permit to Op 360: to Construct Titte 1; 6NYCRR 0 Modification 0 Permit U Article st management Solid waste New fl Renewal OualitY 6NYCRR 373' TYpE OF PERMIT 6NYCRR 608: Dater Title 91 Certification Q Article 27, Management prticle 15, 'it le 5: Protection g; SPOTS Ilazordous Haste 0 0 Article 17, Titles 7, Erosion of waters U Article 34; Coostol Title 15: linter Air Pollution Management p Article 15, p Article 19: lain supply control Floodp Nater T{tie 27: Mined Land U Ar titin 36: 15, Title 15: n Article 231 Manngement p Article 27, 37; Reel emotion on Transport 17, Long wetlands 0 Art:ct°i 1' Radiation Control Title 15: 24: Freshwater 6NYCRR 300: p Article 15, U Article Island wells 25: Tidal wetlands Article – NUMBER 0 Article 151 Title 27: l Rivers __i TELEPHONE and Recreoti onel - Scenic �------ t516) 29II-4770 p other: PERMIT ISSUED 10 Strong's M°fine Inc. TELEPRONE NUMBER ADDRESS OF PERMITTEE 1 5 (j16) 296-4770 1409 Mattituck NY 192 Ca Mineola Road, CONTACT PERSON FOR pERMIITED WORK ---- trong, M 11952 L. S Jeffrey Roadattituck NY -_---`_��-.--- Ca Mineola NAME AND ADDRESS OF PROJECT/F ACiL1TY —_------- strong's M°rine Ce Mineola Rood NYtM COORD IN ALES LOCATION OF PROJECT/FACILI11 WATERCOURSE Mattituck TOWN James Creek COUNTY Southold stem and Once X50 Suffolk AUTHORIZED ACTIVITY expand an exist{ng septic system DESCRIPTION OF 400 square font showroom, roved plan• indoor shop, ° 2, attached NY SDEC approved 000 square foot accordance with the Construct a 5, Ali work shall be in yards of clean fill cubic - trict comp Tonle wited SS part u on s included permit is contingent S ecial conditions agrees that theesee page 2) and any p —�—•� permit, the permittee 9 if Ted gy acceptance,Ice of this P the General Conditions Spec ell ePPli cable regulations, ECL, permit*this PitADDRESS Brook, NY 11790-2356 DEPUIY REGIONAL PERMIT ADMIN ISiRA' SUNY, Room 219. ,any Bldg. 40, 10R: DATE )�a<i(? 10� Roger Evans 1996 December 26, PU-iNgR12ED SIGNATURE TROINGL S "Nome of Super Service" April 2, 1997 To: Southold Town Building Department 765-1802 Att: Gary Fisch Dear Gary: As per our discussion, attached are two Building Permit applications along with a current site plan dated 11-6-95 as approved by the Southold Town Planning Board and Suffolk County Health Department. We are requesting Building Perm-its for: A) New construction as highlighted in green to include: 1. 40 x 60 Showroom "N1" 2. 50 x 100 Shop "N2" 3. 12 x 44 Storage area with Bathrooms and Showers "N3" 4. 190' x 12' x 20' High Boat Storage Racks "N4" 5. Catch Basin and Drainage "N5" We have Southold Town Trustee Permit 414409 and 414635 approving these. In addition D.E.C. Permit 411-4738-0.0611/00008 and 411.-473 00611/00004-0 and Health Department approval have been recei Copies enc B) i. 'ng struction for to our pu se) as highlighted in yell o inclId a. 1. C bhouse a'.. " ate P i.o 'E2" 3 . Paddl oat F oat ' g oc "E3" Sma. Gaze o S ockade ce ides ora _ boa E5" 6. . tocka Fen (separ tes arki.ng) 6" Sto de F.nce (Du sta "E 8. S rage Rac s s8" 9 So th torage R c "E9" sl use w/Pu t Station 11E10" 11 . S .ng Set PI ground "El 1" We have Southold Town Trustee permits for these tructures. Permit 414409 and 414635. P. O. BOX 1409 • CAMP MINEOLA ROAD MAITITUCK, NY 11952-0998 (516) 298-4770 • FAX (516) 298.3801 We would like to begin as soon as possible on the "new" construction. If you could please issue us a permit, for this. As your time permits we would like to receive permits for the "existing" construction listed. If you have any questions at all please give me a. call. at 298-4770. Sincerely Je(.(ery i.. Strong JLS:ah Attachment BOARD OF HEALTH . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . TOWN OFSOUTHOLD SURVEY . . . . . ... . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . TOWN HALL . rS.EPTIC FORM . . . . . . . . . . . . . . SOUTHOt);'�N.jY. 119�1(1 TEI s0802 ptpl pY LL Examined . . . . . . . . ., 19 ,�• 1 Ae n { — 2 1997 � E : i IL TO : Approved . . . . . . . . ., 19� . Permit No. 6W©✓'rC'T—a _ 33�� G. D— P r. TOWNOF . . . . . . _ . . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .iu*, P il Pingspector) APPLICATION F R BUILDING PERMIT qqqq Date . . . . 47.0A . . . . .. 19P INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever,until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . (Signature i n , or na e, if a corporation) 00A q, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. h . . . . . . . . ....t... . . . .. .. . . . . . . . . . . . . : . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . . . . . .e! � P/.r�. • •(as on the tax roll r 4- ?. •�•�"tgyo\•g latest. • • • • deed)• .• • • 6 . . . . . . . . . . . . . . . . . . . . . . . If applica#g,/ntitile' ' n, signature of duly authorized officer. P .PAL . . . . . . . . . . f corporate officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . : . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done'.^. ... . . . . . . . . . . .`. . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . C �4V\ . .v.el #"q . . . a . . . `? .,, \. ":t !� �. . '>.I. . . . ( �./ !��� . . . . . . . . . .. House Number Street Hamlet County Tax Map No. 1000 Section 1as '.J lo.< °�. . Block . . . . . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . . . . . Subdivision . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . .__- . .. . . . Lot . . . . .'. . . . . . . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . .� �.1�91 .. � (. . (� . . . . . . , t. . . . . . . .�. . . . . . b. Intended use and occupancy ��`I!n°t . . . . . . . . . . 3. Nature of work (check which applicable): New Building >< . . . . . Addition . Alteration . . . . . . . . . . Repair . . . . . . . . . . . . . . Removal . . . . . , . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . q .0 (Description) 4. Estimated Cost . . . .` . ! 1fO00 .. . . . . . . . . . . . . . . . . . • . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) 5. If dwelling,number of dwelling',units . . . . . Number of dwelling units on each floor . . .�. . . . . . . . . If garage,number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use .�Ma rkAq._, RI* 7. Dimensions of existing structures, if any: Front .99Re Rear • . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . . . . . . . . . • . . . . . Number of Stories . . . . .. . . . . . . . . • . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure w ith alterations or additions: Front . . . . . . . . . . . . . . . . • Rear . . . . . . . . . . . . . . . . . . Depth , . , , • , , 8. Dimensions of entire new const. Height . . . 5�S.ce 40� , . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . ruction: Front . �2c S.r4¢;Q\gryy, • Rear . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height �y . Number of Stories ty1°w;• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . ,"1 a`�B�A. . Se�S<�eaY Dep h . . . . . . . . . . . . . . . . Bl. Date o e of a of Purchase s . . . which pr'9 . . . . . . . . • • • • • • • Name of FoVmer Owner .�4� d.�eS. .tiS ? 19. . . . . . . . 1 �mises"are situated . , : . .;17-. . t 12. Does proposed construction violte'any zoning law, ordinance or regulation: . . : / P. . . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . CT'c?'�s k n4a, lFc+;i,S*A . , , • • Will excess fill be re oved from premises: Yes 14. Name of Owner of premises r 1 ?� `td C °�. . Address �.95/•JP9'+VC )Ow ,. Phone No. Name of Architect OCr�. . e i��. . . . . . . • Address ��01 ��"�?t!'i:`t'. . . Phone No. Name of Contractor fL._TR. bX P—, ,`&M.A!sF. . . Address \a`, Phone No. .� 15, Is this property within 300 feet of a tidal wetland? *yes. . . . No. . . . . . *If yes, Southold town Trustees Permit may be required. Q�rrv\Z -- a�Ptajy PLOT DIAGRAM �eee2v�e( �yay !�` i3S Locate clearly and distinctly all Iibuildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. y-O X 6o 5'haw roam 0 So (COO IIII �� aQ = "A) <� r, ,�u � ��'� � Ch'4'UV�' � � 't`A.`l r\0..9� A•e.P S Gi:l`J�1 _r<�J s.r r 1 X A0 STATE OF NEW YORK COUNT••Y—O-�-F- . . 1"(+�'✓�� L.K . . • S.S "y •• yy . . . . . being duly sworn, deposes and says that he is the applicant (Name oin Gidua signing contract above named. c He is the . . . . . . . . .5'Q!S.l. . d ,a LU vxll?f . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application Oiled therewith. Sworn to before me this hsC. . . . . . . . . . .day of . .1,. . . _J�.I . . . . . . . .. 19T7 Notary Public, . . . . . .5-. 12�1�:, . . . . , . . . . . County AMY FRO$r /� *e"'000 � . . . . . . . . . . . atary Public,State of New York No.488:088 ($i nature of applicant) Qualified In Suffolk County R� Commission Expires April 18,99.t.,J Test Boring CAST MON FRAME 6 GRATE I / CAM"SELL FO(ApRY PATTERN O' FWShW CRAVE j Wr /0078 OR APPROVAD EQUAL d4Loon w .Ta L _ - 2.5' i 's Pale Brown -• FNe /o Algid i ' Sand SP I �- B•DIA, . 6• TMCK 3,000 I 3 0 COVER-REINFOU 4 TE TRAFFIC 3.7 O 1- COVER-C. Er 9 DAR Brow N Peb • 4' 0.C. EACH WAY I1 II 3,000 PSI PRECAST CONCRETE a /o Ahd S4N v / a1 Brown FNe d O� J] f dvE ( A v '� } LEANING RING TYPICAL 5.0 wear N Dr. Br Clurq 8.01 % - CLEAN SAW /GRAVEL BACKFLL 0 c"�' Sand PRECAST STORM DRAIN o Br. FNe fa SIT Coop Sond �PFF, \ /7' . KEY MAP - Scale 1" = 600' D R E D G E D C A N A L e 158.97 ` N.\.4g 2O E N. 55.37'00" E. N. 57 21'20' E. I I e Z i n e 1 - N• 48'59'20' E ( - 1 I n e -' - 224.43' - J 56,00, 7 i e 139.55' -�- 20.51' 45'2510' E. i _ - - - - - - - -- - - - - -- - - - - 96' - - W 0 y 60. ma g` p / - - -X ` _SS - - - 8 - n 9 - - - \ \ TO SB' \/ _ - _ - - 8 = f n Q - - - - - - - - - - _ - - -- - - - - _ _ _- - - -- - -- - � _ , s - N 60'4430' _� - - E �� _ 8_S - - - - - - - - -_ /_ - - - - - - - - _ - - _` e - - - - - - p` {I t 620. 6• 1 W eg / Sng NosSPeP / Poo L \ �o N i== � - - - - - - c -^ - J E /Vl E N T - - - - - - - -- - - _ - - - - - � W ---- 6 / R 1 9 N 44.j0'10' E 5 C H 25• 56 AZ e e d 263.00' \ m \� o / L A N D S C A P I N G 344.00' a / ? / I ^ti i p I O y / sq A '� l /r N. 53'00'00' W. 9 p 30, P ( e x l s l I n a s e r d e e d ) T . P IP b-r4b rV GAZEBO r O u n d � F " g•I 00+ E o 9' Oq I � o NOGPRAGE 2 g 46' a T - SAND I 10 \ II o v -a P p r o X. e d g e Q l V 11 c'�2 W e l l a n d s - 20 3° O N c VOLLEY Sp% �� �z h \ '' Nc' G F 0' B A L L I Hca �[�� TJ ` • h 03` Q1;' opo\ CO UR r { I q y -� e ° \ \ \ i , M l +QLP / o tY FR C. Q- 2p 4 ry SQ s V NNei. 6.2 . 5 �s l I \ �\ \ %� \\ _ t` d C _� o Q O 0 ft 'L 5 FN D r p off• @ \ D'/ - �P`t hr��f��7 Q vJ \\ �/� \ eL 4.1 I fYr}et-G-.6`/l .V /,P• - 4.f0�tp0 BP e1. 6 7 °° t. fi ' 46 f Rr WOK 4 o Cks� ''�� x �.A+ `r --� 20' Buller of Evergreens Nc' TIES O ver reens O R.R. P = w�ii 'r3Y /�♦�) o � � 29 / co - q' V �/ v �h1 . 4' 6' fight. SLATE as 1.e. '9 /e h �^� !P ,'• c17 s r c \ � 8 g f a r� el. LO \ \ C/[, sJ • \ E / ' GA q BE ADE pp E1. JE PY A CC QQ L.P}, /O A� / ��/ 6.5 E N C L o g E L V E X 7.3 G Dat S T PATIO �i e.> �� a'4 3• � <. '. �� B O A T S T O R A G E CONC; .'l�O-IIS w2'Jg0- o�i / e1 k URE S T / N G i s.s 9 5 cti h, s ' l pP pP 9 ZONING DISTRICT �h IOa¢- h - 28 h, h wl-Fh bm csl �a-c� r/Gf^ O - S/opad fo center _ LINE 5 X27 20, ?�: y -0ti �,y B Yq�✓p = j p-I-sh P/ _ - .{o cdoetf d'So ffiold ?rust Cer' f \ - O Q� ''�, Pt e/.4.4 O V OG`�G� Ai(< Z' _ - foN tri, ` _- �e�,r >' a . • .• A' C / - - - Ooi � _ ' - `••-c 96Y <.P ) - ti n® 1�5' - \ \ calf - - - - + 94 Q5400 Ov 1 - - -- - - b -•�- t 6. 32• (i , q Q0 A S P H A L T _ P A V E It M E N T to rj - / o - 3 'f#h 6o�fs on hecjloe�t rack , S. 49'56'40" W. 67.18 - p Xl ST / N & BOAT S- T0RAGE RA CX (�� - Lo" h.y I E 20' high - 28'. iNt 'la wffh Oua.tt - I `I f.: f' •P4� v - �. _ rt-. _ v - on i7. Kf ra-ss/< _ - - !9p ! 20 ,pec - - - =j 5 4 4ii ti e6 4.5 J �/- - -- - - - ,Q - T,E. h F lc �OE '3 q' - •`"'y_-. :: / - _ - P4AS7/f ' 5 e/ O TS, r ep7 ,I fP 91 ` 'f \y . - - F ,�j� tih• s'Y OGf e � �t=- ewow - corM. - N Ay q N - W S2 ve.,;-. FENCE w/sroew - - E - Y, - regi - ll nRAN - P A V _ - I - s' = o .lis- _- - - - T 13 - - ����.- a 'S. -T / - Q 3.5 5 3 TOCKADE - - - A L - ,1 s f `Sry - f A V e = FENCE' _ - - I Ria - P H - _ her- 1 r1G. / 52 , - - - WADER . `e•P - - - A S _ l.Ii 3/o-nchro^ CURB - WA rERi/"AtV€ '♦ , - M F /V - VALVE • ' / _ - Food.-+J u� R. R TIE V WOOD 7. - _ Q GARBAGE ONE- WA -WA R _ WWAL OOD K H E A' g9 RET - b /� `Z R TIE CURB - - GARBAGE -� 0 N E D - N l O - , s�•dBc He '� . <ww � . ops) - N TEL. RAMP qq C 8 � ' o / . 1BOOTH T 9 \ CURB / TIE - I AN E - GRA Y nl ? O 30 i �♦ 9 e x a LLJSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � e o O ` H.S.REf. 0�?CID - 7ROVED FOR G CONSTRUCTION �UCTIOROWL I`N8 61 Y /N Ioa0 A, / - TYPE ^' w Q L CA : �' _ This approval is granted for the -instruction of the sanitary disposal end a;ztafry.S su rly facilities puruantto Articles V9 and fl ,r 9q y r1 ,y4�cE' F - 7 0{the SuRcdA Ccuranitary Code and a oct as expressed N < _ PLAN PROPERTY nor inpheldapRr=!�aI to discharge from or occupy the 04 O ♦ Pf,y C D ` D O C K siructurelc shown, THIS APPROVA XPIRE9 Ply 2 YEa.RS G C / \ 0 A N G FROM THE DATE B CiN. G gyp ° q"'' D R E D �- FL T ; S TR ONG ' S MA RINA IDAq7 I Da _ s�sl�ArasE \ A T MA T TI TUCK AL � E O TO WN OF S O U T H O L D Approved in accordance with oar of Review s SUFFOLK COUNTY N . Y. date urination dated 3c 'P 0X'. p ' P IA D Is, 823 " eea`' ' 0 3' 44.2 ' Q�s, e P W / E 1000 - 122 - 04 - F3 0. 1000\' n a°° 1000 - 122 - 09 - 03 & 6. 1 VAT/ I[�P��01EM - i � 9 S s r � A/ E �,� � � Scale : 1" _ 20t NO FINAL APPF01AL WITHOUT /> 3 o'M1G N Q v. 6, 1995 APPROVAL BY HAZARDOUS RDOUS MATERIALS /9 NO DATE REVISION --- s FLOOD ZONE A4 EL. 9 1 APRIL 2, /996 1 PROP. BLDG 2 MAY 2(/996 !ADDITIONS! -- --------- f Q 5 CONTOURS AND ELEVATIONS ARE REFERENCED TO N.G. V.D. 3 OCT. /5/9% AODIT/ONS 6 REV/SyON \ 5 5 DEG12, 1996 SEPTM SYSTEM 3 = P/aPoscd- E/evc:f/v7 2 0 io 523.00' �-' gf /'V� F N/ - -in -QQ -= pro Posed- Coeur C/n .3 t ,IF LAND SI TE INF0RMA TION PARKING CAL CUL A TION , DRAINAGE CRITERIA ALLEN LINE 8.4x43560.0.17x0.3 = 18,883 cu.ll. Iola/ parcel rune;+ � ZONING DISTRICT ZONING DISTRICTS: M I 8 R 80 MARINA 1 SPACE PER BOAT SLIP ROOF PROP. SHOWROOM B SHOP 8 STORAGE S. 49'22'40' w. RSD M I PARKING SPACES REQUIRED 7400 sq.11. PETER F. K R E LOT COVERAGE - 30% 7400 x ,17 x I = 12'58 cu.11. N/O/F GAS HSE. S qF l00 SLIPS' (REPAIRS) _ l00 SPACES 1258142.2 = 30 V.F. = 8 Lp.s 4' deep or sQuW,, EFl2 EMPLOYEES = l2 RETAIL SALS,OFFICE 8 SHOP 2238 sq.11. RETAIL SALES 8 RENTAL = 3 PARKING AREA #1 12160 sq.11, T U F A N O CLUB HSE. 528 sq.Il. OFFICE 200sq.11. = 2 12160 x .1710.6= 1240 cu.11. SHEDS 8 TRUCK BODY 1240 142.2 = 29 V.F. = 6 I.p.s 4' deep or equal WILL 1 A M 531 sq.11. STORAGE N/O/F PROP SHOWROOM 2400 sq.N. PARKING AREA #2 11720 sq.11. BOAT RACKS /1720 x .17 x0_6 = 1195 cu.11. 8/I5E Oi M1E 1 fG PROP. SHOP B STOJ?AGE 5336 sq.l1• 1195 ./42.2 = 28 V.F. = 7 I•P•s. 4' deep or equal BOAT RACKS 54 NEW PROP. BOAT RACKS 2223 sq.11. r 3724 s 1/. _ - - q• 135/4 34 SPACES W TOTAL sq.ll. LIC. NO. 496/8 E'; 16554 1328461 = 5% LOT COVERAGE PECO 4� n 9 S, P.C. :,r,_ AREA - 8. 4587 Acres t0 tie lines PROVIDED 5l SPACES 15/61 76 P. 0. BOX 909 1230 TRAVELER STREET •, - SOUTHOLD, N.Y. 11977 r � - ------"- -- - l ' n 'fir byn0- P J`�b y1 I. , I I Rt;�HF, cnwc, I'T4 - i i -� PJ" P•GGQ ooE P�E3+•1 2 -sr5lras:,- N H 6. 'T TYPca� �" P, GO�JSLDP7 FJN [sIR�DOE IOId w w M `-\ _ 1 >' Ln ML Fxui fTlln�cNe V�FoR. �»R,R 1eRv yy � 11` e aorHT I � i 1-Li J av z -� L a: r I s 41 I i ra T 12" pc GRA CL Irl f C 9 L r" r,� 2 - # 5P..�f>ry k -.. 71 LJ 0 S° PC FouNpbn oN WaLu 5r� 1�cGCS513LE SHOWER. STC " _ S Pryop 5u>b Ds R,Eo'cu !- 4b ' - o " amu- l�T l til Cq L�+� l LIQ I t..1 G--j• -- CLI � / Ea* klS-rlr`I P�UILDINC, 5` pwopo�s�r� l T, ' 9 28 -5F NOTES To Tb- L 9 69 z -Sr- To pTO F=r- r, ON LIN r-WaTL)r2l "�iO1L n M I n bKz I IJ ca 2 To M / 5 r— - PLUMBER CERTIFICATION +- Q 2, �TinM of f;POT-InacasTO MIN, 31 Erol..{ C412o0E• ON LEAD CONTENTBEFORE Q �j, Cprlcr.; To .per >� oN W fit_ GCMpbvr'» CERTIFICATE OF OCCUPANCY �I LLQ W74 �xro klollo �.dovp.� WIR,E_ MESN T .�tN y • SOLDER USED IN WATER OCCUPANCY OR EXCEEsuppLD SYSTEMCANNOT 1%LEAD USE iS UNLAWFUL Q EXCEED 2/10 Of 1%LEAD. Pi' t'✓Llr�q� colIvSTE G' p.c.slp� oNC�Rpo� 8" po �00I'I04DmcI�+ wl _ �"PG54'� WITHOUTCERTIFICATE �+� OF OCCUPANCY 1liiNq DEPOI1l OC1RelYN�;, -Top ¢ 7;,-D�-pM � APPROVED AS NOTED ill , DATE: 'u B.P.# O MDOpfilEI1�MUNd NOTIFY BUILDING DEPART ��r d1swl /� FOLLOWING INSPECTIONS:4 P a �� 766-1 R02 9 AM TO 4 PM FOR THE I� o .rmm anln�.n.D w — 1. FOUNDATION - TWO REQUIRED O mp °�' g of K LM FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING O 3, INSULATION !� 4. FINAL - CONSTRUCTION MUST11- �� — - _� BE COMPLETE TRUC FOR C.O. (� C, UNDERWRRTRS ALL CONSTRUCTION SHALL MEET ' ' A REQUIRED f" �� THE REQUIREMENTS OF THE N.Y. (� 5 fI�Ir� INsvLbTlol l5 STATE CONSTRUCTION I ENERGY `r 1!, X51 CODES. NOT RESPONSIBLE FOR Oz� J" DESIGN OR CONSTRUCTION ERRORS 1 00'- O '• _ 4G l.Iv' o ------ --"_-._-_ _—n_ - 2� ,-0 q.o NOM, - •'} ( H --_-_ _ ______ r — _ — r NI T Y IL ID I I I IL I � r _V / - - 8.0 ISI N. FL E�E•L � � r� I I O C/ n�,� r VP�•��z"_.,/n� tW I�.loows- -- -- ---- -- 3 '.p x 3=0^ f CTYoI�o.,� - - -- -- - - -- • - --- - - 'R o� A 3 --- Ac yo" ,44 0 0 5 � \o F°12� WtrLL ,ci� IJ1 I _ o 10 f . � f5' GJTor40CgE. LIR,Eh. -� S a r- Q4 - 1- O _ YIDLE JY •/ 0 N r -_ � v _ cI --- Dp 43- 3 ev 43 - e5 c eW 4 3, �, aW l - 3 rxcr � FIGE OLITVKi� j � �M 3.d' 'J_o' lo'. o I lo'-o,r � In'-d" to -o'• ��--' ,- '�` -- UJM �`•x.R• :9'x1, --•�`--- —�-- I•. pGF SEF V I Git H O oo� 4' �• 4,• a 2G �' C Nom. I���JPLL Genac '� SIt-EL kIb LL Pbr4U_ y Rbwgp I �- F-� Imo/ IV SOW o QLG E551 Pi do ` L6y/>To IF, E L 1- G (� I C L L �t C N C - I se wn �� t� ® rl n III r L�nrz. 1EI�V. � I ------- -- - _ - - 4 - -� T - --- - -- NOTA � 0 � m � I! I o I. '-*'i���M�I^I`GI�•.EE-NQS t� QN t`EC'K. rI�� bot IN 2R -T'li,.(± 3 ---j lV �} J _ V IC• - 11�:.IGRc-I it L./>`/ .I IT Iz., h � -0 r� �a � I kT V t� � 1^iH ITS , bEE. �..-QJ Eta-VbT-tON T11— .1,+_ E 115L6 Sgr)WEP �' -1JGLL I Y• J (� =' .t .� oT p KpMp VP -' I n,a m !X 1T L_ t GI.'t V Td bo o-1 aEiz �uTL-�T Ts N Ex1ZT• ALL SPACES # 41�,1=bS To W IrN 4N51 AI17, I - 199 2 QM�fcAN ND'(J OIJ i]L 57nau c�a•rzr.� � ------------- ' �`' ��xs 6.,5 �� r.,s � � 0� ' bco PsJSV�--E• bN.t� USt�P-'.�L� p�LJ IL..�ln.t��� bl-lo F�cIL,- IT1�.�. :::. o �I - i s .�..�. 2 P' 0 54 min 16,1 42 min a55 N E 4 4.. /+ '•' 13]0 1065 _-...___ ._-- 12 max a55 m "�' 36 42 min 915J /4 1065 36 maw BACK O 7�9 915 11.'mm 12^min ...I,.,, _ 16V-e30 _ _—To: 305— _� 305 I 8 c o I ' m ax from wallTOILET PAPER DISPENSER 17 min!n� • 'n1 ` m + I1 r:. ILI 4 mE m - _r:Ei% > mCL EAR � - L_ y. rcE, — _ _I O 0 EAR CLEAR "PAC O I 1� i< Qwi t' ., IIa i �ozU nc �m �{- 1 8 - i �ro CONm T R OLmEx A REA ass FLOOR m SPACE In lmin TOE CLEAR CE oI E _ LEG CLCI m znB 17nmnFIXTURE DEPTH L _J 1OY� UQricLJ o J 1 a m m w y eSt'n11n ,vUrnA gu6 her nn Vun.fer w6e 6150)Smm 1 b n.n,iUc.n.un, . 19max 32^]8 3 B> mO95 48ryIInnoJlo plimu�.,,,, 48 min It cni 0m m0E, m C I - O 1220 :G::;4;'.j zo '•;`:5..:.x ?liE�. Water Closet IzSEAT WALL� :.:.,:.:+y:.i:fi':ax%§i:•t: _::.::� .............. Side View Water Closet BACK CONTROL WALL Front View Clear Floor Space at Water Closets Leg Clearances Clear Floor Space Size-and Spacing of Crab Bars Fig. 84.22.2.1 - Transfer Type Shower Stall (n)36-In by 36-1n (915-rnm by 915-mrn)Stall I —tt ' ' s2' w o � " -• ' a Z j � .WL1cPs. INPW Uo 0, 20 u qI=e `, b Gc�rrlFofLMTb 7W� N`!5 �N�� GONSERvbAnN 4oNST. coD+� • _ LA-A V�IOpEiTEM j(1ERM6L �eRFZRMP+JLEOVIf7E7S 0, 12 PCOF5 Nsw U a- 06 U 0,05 pC N�4N WALL'S MIN V- 5.00 k• 5,0 I i --`----- .- 6wDa ectle: MIN R 5. 00 7'0.7i•Fp- t;ef�T OF MY KNOW 1-E=rqE 1 r�ELIEF PR,oF>;,4Slouo� '(Nest CAF- 1 LI Y_OMPW WACW ITN T1}IS GODE. . 'L� ^- .•'}'�.. ___ ,__ __ __ __ _. y 3•.4 \A-4r L RCpF U 2 . .' ,lu � r to f 14 aa ae, L'tvw€w Hc1Ol �N O� ) 1-�dW R. oc��l i ov µs�4 z I B.o I $-o F=11-4 . FLt=oR isJ..G.Y. 1 I ii I dt Oq I C&M. I 3 SYa'toq I f • DLU M �� �a � �t �c�2ar� �� �� N ,Oo ac tai i'� -\ r � i A°1• , !i h Na ..L^ M SG,p L.� •I n y IT�' II 3 a � o It �2 , A•3 <+ 12 3 ``� a•3 I �' _ I s 8 i r � b - <'-:Sh���r'i"L ,� nYn � �/ h(1$FYI T.• rSn 39'" 5.'F') �: E4•IST. ROOF;Ovagktw4j. taC•�L ir^ 2 N rz _ 1'IR,QwbLL eTJM Pc•NEL K-Iq [ - f J .. � E-x Imo(• r-2vnna w e.�� - _'/2"4vp no 2•- t 1 � PaR�Ts �ToR.CtaE. DtzEa �-Io� =Q :, W F I J � r - r--_ it ;�-5 iZIC.{p IIYI�J'.t1.6.TtoN N tc. . - r. IG."-t 2i" �c .fCbTl^✓+1 n , st -i E-C T t o ?t::� - ft�> G T I « t-- G - G .9IS -!114 KMFRarTM . I ie ole, `rr\ 1'K—Of Vim• / AALHbrL c t. I P ('1 — T tll ' 1d1�1c� "T O ' EAI r._a GLt'P cbNNFFC14N 51e� '(1tF�'k' Flr »c. GI�?P, ro 'iz°pu�waoasH�uccrF1�14 U ` Q�\� -J�� 5I&" .TqPE'K' 6i`4P. bV 'gC•L.. `.�S>,)O • Kn4O/L �.J 4 SEPI-IE1*d'r �•1. — 2 Fkot)R, T15M th LL. : VP' ego Cwt+ suss �j •� 0 3'12'• 6TE.E` 5Tvr - lb"% E-T 4l ,, _ V ' Iva - - V- 0•' 0 s � cans 6WNW(� L A- x34' xt' I° pwnr>o�.c c�vo �nati ft�Yo�o7 �f �4•I�Tw�+� �u�Lo,i�ty �, I La, j � � c� uT �4 � � �/ � T i o til a uj 4 OSI N } i i 4— — — — — — — — — — — z -\ •dam ' Sf6EL f4Cp F' PbNEL ^ G I GANVGG aWN lt"4 -- pwu�N ,.. ,vas rt >L x 4' OPF� \ \ I I 9=9P= ppp v. LIO T- m Stro 144, . 7cz.Ma'C��i T L u n T I o ISI k^ 1 j T R P 0 M K H F G 100'-0" A • ao'-o" 15.-0x. 24._0" 3'-Q" 24._0" 3._D•x 24'-0" 7'-D. 13._0" 14'-0" 13._0•, ' 1x_D.x 14'-D.. 25r_6.x 27._D•. 25•-6.. 5'_9" 2'-6•. i6•-9" 19'-0x1 I I I I I I I I I I I I I I I I I I o m I r F3F1 F3 F3 F1 F2 F1 F1 5 - - CUTOFF EL. 6.25' CUTOFF EL. 6 25' CUTOFF EL 6.25' CUTOFF EL. 6.25' CUTOFF EL 6.25' CUTOFF EL. 6.25' - , CUTOFF EL. 6.25' S TIP EL -8 75' TIP EL. -8.75' TIP EL. 8,75' TIP EL. -6.75' TIP EL. -8.75' CUTOFF EL. 6.00' TIP EL. -8.75' TIP EL. -8.75' Qy TIP EL -9.00' a-win I THE 0 COMOM MUSTwill I N ALL COMMTMUCTION SHALL MEET 12,_6_' THE REQUIREMENTS OF THE N.Y. I {TATE CON{TRUCTION E: ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS I I I F2 CUTOFF EL. 5.67' I 'I 4 _ _ - - - - - - - - - - - - TIP EL -14.33' F4 - - - - - o CUTOFF EL. 6.25' - 4 CUTOFF EL 5.0' 1 -Dxx I TIP EL. -6.75' TIP EL -10.00' I 1 -g I of m rI I II I - I I I I N I I I II I I I F1 F1 I CUTOFF EL. 6.25' I I CUTOFF EL 6.25' 3 i TIP EL. -8.75' TIP EL. -8.75' I I I I Fi CUTOFF EL 6.25 F1 CUTOFF EL 6.25' Ft CUTOFF EL 6.25' F1 I CUTOFF EL. 6 25' P1 I CUTOFF EL. 6.25' Ft CUTOFF EL. 6,25' F1 TIP EL -8.75'- - TIP EL = TIP EL. -8 75' - TIP EL -8.75' - - TIP EL. -8.75' - - - - - - - - - - - - - - - - TIP EL. "-8.75' 2 - - ' - - - ' - - - - - - - - - - - - - - - - . . . .- - - - TO o I m I I I I II I I l i `i II II I I F1 CUTOFF EL 6.25' - - F1 CUTOFF EL. 6.25' F1 CUTOFF EL 6.25' 1 TIP EL. -8.75' TIP EL. -8.75' TIP - - - - -- - - - - -- - - - - - - - --- - - - - - - - 191-01, 12._6xx 18'-B" 18'_6xx 18r_6r. 18._6x. 12'-8 3'-1 1 12.,1.. 8•_0• 12'-1.• I I I I I I I I I loo'-O" 40'-0" ( T 6s, Q N L J H G E D B A LES- • 20 TON WOOD PILE CAPACITY 15 TON PILE LOCATION PLAN FINISHED GRADE ELEVATION (ASSUMED) = 10.0' O WOOD CAPACITY i SCALE. 3/16" = V-0" N0. DATE REVISION DESCRIPTION INT. t OF UNAUTHORIZED ALTERATION OR PROJECT NAME: (G )' PROJECT ENGINEER: PROJECT NO. DRAWING W. 8/6/97 CHANGE FOUNDATION AS PER OWNERS COMMENTS KND 2 ADDITION OLAT TO THIS SECTIDOCUON NT IS STRONG 'S MARINA PILE LOCATION PLAN t„/ _ 7. A THE NEW of secn°N �zos KHD DE-9783 OF THE NEW YORK STATE IETRICH S 2 EDUCATION LAW x W THESE DOCUMENTS (OR COPIES ��1;T J E B C O BUILDERS , INC . DESIGNED BY JGB9783 l41, . 4 i OF ANY THEREOF) PREPARED BY THENGINEERING, P.C. OR BEARING E SEAL OF THE PROJECT FOR: ORAVM BY: DATE: �� fO ENGINEER. SHALL NOT BE REUSED DAMP MINEOLA ROAD MA JULY 1997 FOR ANY EXTENSIONS R THE 344 INGTO ROAD DISCIPLINE. PV PROJECT OR ANY OTHER PROJECT HUNTNGTON STATION CHECKED BY: SCALD DRAWING 3 ` .";;nsFgStO� of NUET THE WRITTEN WERI EN CONSENT NEW YORK 11746 MATTITUCK, NEW YORK STRUCTURAL KHD 3/16" 1'-0' OF T OR P 0 M K H F G 40'-0" 15'_0" 24,_0" 3'-0" 24,-0" 3'-0" 24,-0" 7'-0" 13,_0„ 14'_0" --73 --0, 4 I I I I I I I I 14'-0" 25'_6„ 27,_0" 25,_6„ 5'-9" 2'-6" 18'-9" 19'-0" I I I I I I --- ------ ---- - ---- ---------------- -- --- - - ---------------- ----- ---------- ---------- ---- -- ----- 0 I I I I I I I I I I F----- -------� I o I I I o I I I I I 1 I 1 1 5 o L —j P3 L - --J P4 L_LJ P5 L_-J P5 P4L—J L ,r_j F6 Fl L 2 L USE (4) #4 DOWELS TYPICAL REBAR W/#3 TIES AT 12 LAYOUT TO TIE GRADE BEAM TO PILE CAP 1° o 1 I N I I 6 I I F4 F2P7 F1 Pi 1 4 — — — — — — — — — — — — — — — — J — — — _ P8 E — L7— J L 4 LOOP REBARS AROUND 12"x12" TIE BEAM 1'-0" #5 BARS CONT. TOP 18" BELOW GRADE ENCASED IN CONCRETE ANCHOR BOLTS (NP) W/(6) #5 BARS CONT. 1'-6" o LAP SPLICES - 36" 0 i0 I 0 a N F1 P8 F1 -1 P8 F _J #5 BARS CONT. F1 Ft F1 Ft F1 F1 F1 ENCASED IN CONCRETE -1 P2 rT1 P8 rrt� P8 f t-I P8 (-'j', p8 1_t'_1 PB P9 - -I _5 L � I 24"W x 12" THICK B CONC. FOOTING (TVP) (BOT. OF FTG. EL 7.0') USE (4) #4 DOWELS 8" FDN WALL 0 W/#3 TIES AT 12" I o I I TO TIE GRADE BEAM I _1 �i I TO PILE CAP F1 CF1 Fi44,_0,. ✓ P2 P2 a ( J vlel /; ���� 72' 8" 18,_8" 18•_8•• 18'-8" 1'8'-8" 12'_8" 3'-it" 12"-1 " 8'-0" 12'-1" 3'-11" I I I I I I I I I I I t oo'—o" 40'-0" T S 0 N L J H G E D B A FOUNDATION PLAN SCALE: 3/16" NO DATE REVISION DESCRIPTION INT PROJECT NAME. 7171E, PROJECT ENGINEER. PROJECT NO.UNAUTHOpMWINC N0. 4� F Fa ♦' ADDITION RTO THIS DOCUMENTRIS f KHD DE-9783 t 8/6/D7 CHANGE FOUNDATION AS PER OWNERS COMMENTS KHD /� ' +�' A VIOLATION OF SECTION ]209 S T R 0 N G S MARINA FOUNDATION PLAN OF TME NEW YORK STA E DIETRICH JOB N0. DESIGNED B7 THESEEDUCATIONCUME JEBCO BUILDERS, INC . , W HESE DOCUMENTS (OR COPIES ENGINEERING, P.C. KHD 9783 W OF ANY THEREOF) PREPARED BY �� 4�' = OR BEARING THE SEAL OF THE PROJECT FOR: DRAWN Bf. DATE: ENGINEER, SHALL NOT BE REUSED FOR ANY EKTENSIONS OF THE 344 LENOX ROAD CAMP MtNEOLA ROAD MA JULY 1997 �__..,,ff PROJECT OR ANY OTHER PROJECTCHUNTINGTON STATION MSCIPUNE: 3 A.�OFr' g,✓ 'r WITHOUT THE WRITTEN CONSENT NEW YORK 11746 CHECKED W. SCALE. DRAWING OF THE ENGINEER. MATTITUCK, NEW YORK STRUCTURAL KHD 3/16" = 1'-0' l T R P 0 M K I H F C n 100,-0" 40'_O" Y 24'-0" 13'-0" 24'-0" 3'-0" 24'-0" 7'-O" 13'-0" 14'-0" 1310" 6" THICK CONC. I 6'" THICK CONC, I SLAB I 1 SLAB 6"x 6 - 6/6I I 6"x 6" _ 6/6 GA WWM � GA. WWM I�CONTRACTION JOINT I I I I o (SAWCUT) TYPICAL I o I I "a N N O SLAB BY OTHERS 0 I 0 m � I I I o a SLAB BY OTHERS N Q— - - — 4" THICK CONC. tO oI I SLAB io 6"x 6" - 10/10 I GA. WWW I of N 44'-0" i f � ij 1•-O" 19.-0. -4„ i 12'_8" 18,_8•• 18' 8" 18'-8" 16'_8" I 12'-8" 3'-11" 121'-1" B'-O" 12'-1 " 3'-11 " i I I I I 100 -0" 40'-0" 6�T H G E D B A SLAB PLAN SCALE: 3/16" = i'-0" NO PATE REVISION DESCRIPTION INT. PROJECT NAME Va. PROJECT ENGINEER: PROJECT NO. URAWiNG NO. Or It UNAUTHORIZED TO ALTERATION OR �`I�� 1 8/6/97 CHANGE FOUNDATION n5 PER OWNERS COMMENTS NHP ( w ADDITION TO THIS DOCUMENT IS ST RO N G V MARINA KHD DE-9783 A,P Y w A VIOLATION OF SECTION 71DB DIETRICH SLAB PLAN 5 -- OF THE NEW YORK STATE DESIGNED BY: JOB N0. EDUUTHESE 0N1AW. JEBCO BUILDERS INC 8 r Y < 6 THESE DOCUMENTS (OR COPIES . KHD 9783 w OF ANY THE ) PREPARED BY ENGINEERING, P.C. ' W OR BEARING THE SEAL OF THE PROJECT FOR: DRAWN BY: DATE: ENGINEER, SHALL NOT BE REUSED �cp FOR ANY EXTENSIONS OF THE 344 LENOX ROAD CAMP MINEOLA ROAD MA JULY 1997 O, Q" PROJECT OR ANY OTHER PROJECT HUNTINGTON STATION DISCIPLINE: CHECKED BY; SCALE. DRAWING THE WRIT OU WITHT TEN CONSENT NEW YORK 11746 OF THE ENGINEER. MATTITUCK, NEW YORK STRUCTURAL KHD 3/16" = 1 '-D' OF 2'-6" 5'-0" 5'-Q" PILES . PILES L BE ED IN (3) #7 AT 12" 1 -3 1'-6 -{ 1"-3" 1'-3" A ASTM D25 LCLASS FULL LIATESTT REVISION. WOOD BRAC PINE A) MINIMUM IHF BER (3) #7 AT 12" LENGTHS SHOWN ON THE CONTRACT DRAWINGS, PILES SHALL CONFORM TO LONG WAY LONG WAY 1 J 1 -STRESS (fb ) OF 1200 PSI. B. THE DIAMETER AT THE POINT OF THE PILE SHALL BE A MINIMUM OF 7 INCHES. #5 BARS THE BUTT DIAMETER, AS MEASURED 2 FEET FROM THE BUTT, SHALL BE A (3) 1 1 (7) #4 AT 9" EACH WAY SHORT WAY EACH WAY(3) #5 BARS I 1 (7) #4 AT 9" MINIMUM OF 10 INCHES. SHORT WAY 3000 PSI iv 3000 PSI o C PILES SHALL BE SMOOTH MACHINE-PEELED WITH 100% OF OUTER BARK AND 80 3000 PSI io 3000 PSI % OF INNER BARK REMOVED. PILES SHALL HAVE A UNIFORM TAPER FROM TIP N CONCRETE CONCRETE - CONCRETE N CONCRETE TO BUTT. D. PILES SHALL BE DRIVEN WITH A HAMMER HAVING A MINIMUM RATING OF 7000 1 FT-LB TO THE BEARING VALUES INDICATED. THE SAFE VALUE OF PILES SHALL BE DETERMINED BY THE ENGINEERING NEWS RECORD FORMULA: P = 2E 3" CL 3" CLCL 5 + 0.1 3'" 3" CL WHERE: P=BEARING CAPACITY E=RATED ENERGY OF PILE HAMMER S=AVERAGE PENETRATIONPER BLOW E. PILES MAYBE PARTIALLY AUGURED INTO POSITION. FINAL POSITIONING OF f-SEE PIER SCHEDULE SEE PIER SCHEDULE SEE PIER SCHEDULE SEE PIER SCHEDULE PILES SHALL BE BY HAMMER. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR PIER SIZE FOR PIER SIZE FOR PIER SIZE FOR PIER SIZE TO PROVIDE THE REQUIRED MINIMUM PENETRATION AND THE REQUIRED MINIMUM BEARING CAPACITY, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF SEE PIER SCHEDULE SEE PIER SCHEDULE SEE PIER SCHEDULE SEE PIIER SCHEDULE THE GIVEN POSITION, WITH A MAXIMUM OF 1/4 INCH PER FOOT VARIATION FROM PLUMB. PILES LOCATED IN EXCESS OF THESE TOLERANCES SHALL BE REJECTED. FOR REINFORCEMENT ° _ FOR REINFORCEMENT FOR REINFORCEMENT FOR REINFORCEMENT PRESERVATIVE 0` 6 �" 5'-0" `" 3' 0" 5'-0" A. PILES SHALL BE NYS APPROVED 1.0 CCA TREATED WITH COAL TAR CREOSOTE 1 IN ACCORDANCE WITH AWPA STANDARD P1, LATEST REVISION, WITH A MAXIMUM-3 -3 • I -3 _6 1 -3 1 -3" RETENTION OF 12 PCF IN ACCORDANCE WITH AWPA STANDARDS Cl AND C3, LATEST REVISIONS. CERTIFICATES SHALL BE FURNISHED TO THE ENGINEER BY THE TREATING PLANT, STATING THAT THE PILES HAVE BEEN TREATED 1 ° _ ° ^ .� , , " • 1 1 y IN ACCORDANCE WITH THE SPECIFIED REQU'IREM'ENTS. P •I h 8. FIELD CUTS IN TREATED MATERIALS SHALL RECEIVE 2 COATS OF COAL TAR LLv 5• CREOSOTE IN ACCORDANCE WITH AWPA STANDARD M4, LATEST REVISION. " CONCRET � I ° v r r . \I�l e 1 " y 1 •^ 1 •I ih A. CEMENT SHALL BE PORTLAND CEMENT, TYPE II CONFORMING TO ASTM C150, 11 AND ASTM C175 AIR ENTRAINING PORTLAND CEMENT PILE PILE ST PILE B. AGGREGATES SHALL CONFORM TO A l) LE M C33 COARSE AGGREGATES SHALL BE \l. ' � PU •a 3/4 INCH TOP SIZE. PILE PILE C. WATER SHALL BE POTABLE D. ADMIXTURES PILE CAP Fl PILE CAP F2 PILE CAP F3 PILE CAP F4 1. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM 0260. j SCALE: 3/4" = 1 '-0" SCALE. 3/4" = 1'-O" SCALE: 3/4' = 1'-0" SCALE: 3/4" - 1'-0" 1 2. WATER REDUCING ADMIXTURE SHALL CONFORM TO ASTM C494, POZZOLITH OR APPROVED EQUAL, I E. CONCRETE PROPORTIONING 1. CONCRETE FOR PILE CAPS SHALL BE AS FOLLOWS: a. STRENGTH: 4000 PSI AT 28 DAYS. b CEMENT: 5 BAGS (MINIMUM ) PER CUBIC YARD. c. SLUMP: 4 INCHES. GRADE `ro d. WATER-CEMENT RATION: 6:1 MAXIMUM 6" CONCRETE IS. AIR-ENTRAINING: 6% t 1% APRON 4000 PSI N 2. CONCRETE FOR GRADE BEAMS AND SLABS SHALL BE AS FOLLOWS: 1 #8 BARS GRADE o0 '0 6x6 - 6x6 a, STRENGTH: 4000 P51 AT 28 DAYS, 1 5 BARS WELDED WIRE MESH b 'CEMENT: 7 BAGS (MINIMUM) PER CUBIC YARD. N SEE PIER SCHEDULE ON c. SLUMP: 4 INCHES FOR PIER SIZE o —�� 2" RIGID w x-.—x=x�--x—x—x- d. WATER-CEMENT RATION: 5:1 MAXIMUM. 1 1 SEE PIER SCHEDULE o INSULATION a� 2" RIGID GRADE e. AIR ENTRAINING' 6% t 1% "J FOR REINFORCEMENT INSULATION C iv 2 6 II L.QNQRETE REINFORCEMENL e 2 #5 BARS a #5 BAR CONT. 1 '-3" A STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, WITH A MINIMUM SECTION B-B YIELD STRENGTH (f, ) OF 60,000 PSI. SCALE: 3/4" = 1'-O" 6 B. WELDED WIRE MESH SHALL CONFORM TO ASTM A185 C. SPLICES , 2 #5 BARS J . L 3/4" EXPANSION 1 . TENSION SPLICES SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS. 2" CL 3 TIES AS NEEDED "� r_r •� \ JOI (FOR REBAR PLACEMENT) 4T CONCRETE TYPICAL APRON SECTION 2 COMPRESSION SPLICES SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS. TYP i SLAB SCALE: 3/4" = 1'-0" PILE 6x6 - lox1O 2 #B BARS 1/1 WELDED WIRE MESH 1 #5 BARS " GRADE x FOOTING SCHEDULE PIER SCHEDULE REINFORCEMENT 6., SECTION A- A VAPOR BARRIER MARK LENGTH WIDTH DEPTH DEPTH TO REBAR LONG WAY SHORT WAY i SCALE: 3/4" = 1 '-0' MARK LENGTH REINFORCEMENT ' 2" RIGID F1' 2'-6" 2'-6" 19' 12" (3) #5 AT 12" (3) #5 AT 12" INSULATION o (R5 MIN) P7 2'-0" x 2'-6" (12) #5 BARS, #4 TIES AT B" F2 5'-O" 2'-6" 22" 15' (3) #7 AT 12" (7) #4 AT 9" TYPICAL GRADE BEAM SCALE. -1/2" = 1 '-0" n P2 1-8 x 1'-8" (6) #5 BARS, #3 TIES AT 12" F3 3'-0" 3'-0" 19" 12" (4) #5 AT 12" (4) #5 AT 12" P3 2'-0" x 2'-0" (10) #5 BARS, #3 TIES AT 12" F4 5'-0" 2'-6" 26" 19" (3) #7 AT 12" (7) #4 AT 9" P4 0'-8" x 1'-2" (4) #4 BARS, #3 TIES AT 12" P5 3'-0" x V-2" (8) #5 BARS, #3 TIES AT 12" o P6 3'-6" x 2'-0" (16) #5 BARS, #3 TIES AT 12" ° P7 4'-0" x 2'-0" (18) #5 BARS, #4 TIES AT 8" P8 V-0" x 1'-6" (6) #4 BARS, #3 TIES AT 12" 2'-0" P9 1'-6" x 1'-6" 1 (6) #5 BARS, #3 TIES AT 12" SECTION C- C SCALE: 3/4" = 1'-0" NO DATE REVISION DESCRIPTION INT 'F NEHJ UNAUTHORIZED ALIERAIION OR PROJECT NAME. 11T1E- PROJECT ENGINEER PROJECT N0. ORAWJND NS 1 8/6/97 CHANGEFOUNDATION AS PER OWNERS COMMENTS KHD �qN�` 45hS'�S ) ADDITION TO THIS AVIOLATION OFSECTONM7269 STRONG .ENT IS 'S MARINA STRUCTURAL DETAILS KHD DE-9783 OF THE NEW YORK STATE DIETRICH � EDUCATION LAW. ' OESMiYll Eh' JOB ND, W THESEANY PREPARED ENGINEERING, P.C. JE8C0 BUILDERS , INC. KHD 9783 .S4 �A ANY THEREOFT PREPARED BY OR BEARING THE SEAL OF THE PROJECT FOR: DRAW & MTE ENGINEER, SHALL NOT BE REUSED p7pG� 4A FOR ANY EXTENSIONS OF THE 344 LEN�OX ROAD MA JULY 1997 P�' PROJECT OR ANY OTHER PROJECT HUNTINGTON STATION CAMP MINEOLA ROAD DISCIPLINE OHltNFD ISt. SCALE • �Fsa1o" NEW YORK 11746 MATTITUCK NEW YORK STRUCTURAL WITHOUT THE WRITTEN CONSENT DRAWING i •""D'^'•""" OF THE ENGINEER, f KHD AS SHOWN OF