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oF souryolo Town of Southold * P.O. Box 1179 � o 53095 Main Rd CouHr." i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46890 Date: 03/08/2026 THIS CERTIFIES that the building . SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: Peconic Bay New Suffolk, NY 11956 Sec/Block/Lot: 134.-3-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/23/1997 Pursuant to which Building Permit No. 24145 and dated: 05/27/1997 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 3 story single family dwelling as applied for per New York State Variance Petition numbers 200-97-52 dated 3/311997 and 1999-0545 dated 6/16/1999. (Lane House) The certificate is issued to: Robins Island Hldngs LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-95-0140 7/6/1998 ELECTRICAL CERTIFICATE: N 461544 08/07/1998 PLUMBERS CERTIFICATION: Kazimierz Janota 02/03/2026 VV A on ed igna re FORK NO. 8 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) N 24145 Z Date ................ .........z......................... 19.....,� Permission is hereby granted �to: kr-.0,7a,V. -��zpa...4!! i :...., f .."'........................................... ra / 46z........,. 5VS......44t .......... ......... ...... .4� 4 T . . r�r,�:� ..........� .. - ,f� ....... � ..... ... . ..... - ..... .... . .r s �_� �✓.. .. . ......AA -...e .Q. .... ✓®.-.. ®.- .- z. ..........:�/..��lf.7. ......... of premises located at... .. ...... r`�... ........ .. .......... County Tax Map No. 1000 Section � ........... Block 4C2....... Lot No. pursuant to application dated ./'7�./e ............. ... .............. 19/.. , and approved by the Building Inspector. �j Fee ............... ....�.......... ding I for Rev. 6/30/80 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1155023 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 07,1998 Application No. on file 15421098/98 N 461544 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 LOUIS M. BACON, ROBINS ISLAND, NEW SUFFOLK, NY in the following location; © Basement ® Ist Fl. ® 2nd Fl. 3FL/OUT Section Block Lot was examined on AUGUST 07,1998 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. I K.W. I AMT. I K.W. I AMT. I K.W. AMT. K.W. AMT. H.P. 159 216 245 159 9 F 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. FAMP.. TRANS.I AMT. I H.P. NO.OF FEET AMT. FWATTS 8 F 1 30 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. 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 Co.COND. NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: STEADS BATH GENERATORS-2 MOTORS: 1-3' H.P. ,4-.75 H.P. ,3-.50 H.P. PANELBOARDS: 1-34 CIR. 225,1-19 CIR. 100,1-20 CIR. 100 PANELBOARDS:1-23 CIR. 100,1-16 CIR. 60 OCEAN ELECTRIC CORP. LIC.#4015-E L L 921 COUNTY ROAD 39 SOUTHAMPTON, NY, 11968 GENERAL MANAGER 11 �. Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. THE NEW YORK BOARD OF FIRE UNDERWRITERS - PAGE 1 1155023 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 07,1998 Application No. on file 15421098/98 N 461544 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 LOUIS M. BACON, ROBINS ISLAND, NEW SUFFOLK, NY in the following location; ® Basement ® Ist Fl. ® 2nd Fl. 3FL/OUT Section Block Lot was examined on AUGUST 07,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. I K.W. AMT. I K.W. AMT. I K.W. AMT. K.W. AMT. H.P. 159 216 245 159 9 F 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 8 F 1 30 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 4W pER 0 OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: STEAM BATH GENERATORS-2 MOTORS:1-3 H.P. ,4-.75 H.P. ,3-.50 H.P. PANELBOARDS:1-34 CIR. 225,1-19 CIR. 100,'!-20 CIR. 100 PANELBOARDS:1-23 CIR. 100,1-16 CIR. 60 OCEAN ELECTRIC CORP. LIC.#4015-E , L L 921 COU14TY ROAD 39 SOUTHAMPTON, NY, 11968 GENERAL MANAGER Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. WnA THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1000160 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date APRIL 22,1998 Application No. on file 15829498/98 N 451065 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 LOUIS BACON, ROBINS ISLAND, NEW SUFFOLK., NY in the following location; ❑ Basement 0 Ist Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on APRIL 14,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. I K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL I H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. 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.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: 250 M1 GENERATOR-1 60 MIT GENERATOR-1 800 AMP. TRANSFER SW.-I 150 AMP. TRANSFER SW.-1 600 AMP. MAIN SW.-1 800 AMP. MAIN SW.-1 200 AMP. SWITCH-1 -_- - - 100 AMP. SWTICI-IES-3 PANELBOARDS:1-7 CIR. 800,1-12 CIR. 200 l <<< Continued on Page 2 >>> GENERAL MANAGER Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1000169 BUREAU OF ELECTRICITY F_ 40 FULTON STREET, NEW YORK, NY 10038 Date APRIL 22,1998 Application No. on file 15829498/98 N 451065 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 LOUIS BACON, ROBINS ISLAND, NEW SUFFOLK, NY in the following location; ❑ Basement ® 1st Fl. ❑ 2nd FL OUT Section Block Lot was examined on APRIL 14,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.I 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 SERVICE DISCONNECT NO.OF S E R V I C E METER AMP. TYPE EQUIP. 1 0 2W�] 03W 303WNO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. 3 0 4W PER 0 OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: TRANSFORMER: 1-500 INA ,1-75 K'VA ,3-30 INA COMMANDER ELECTRIC LIC.#302E PO BOX 526 GENERAL MANAGER BOHEMIA, NY, 117'.6 11 Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. :-'O G Telephone(631)765-1802 Town Hall Annex ; 54375 Main Road :'e- °" P.O.Box 1179 �` H 2 =} Southold,NY 11971-0959 w0 * �e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: t0h;K5 7SU'ttil.D (Please print) Plumber: XIN7 mi Fkz, Jd'tlg0M (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbers ignature) Sworn to before me this 7 da of 'e�f v, 202:2c MATTHEW POTZ Notary Public-State of New York No.01 P00007138 Qualified in Suffolk County Notary Public, County My Commission Expires 05/10/2027 ;, 1 T0-a802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ OUGN PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: eLcs 1.4�,A 4 "/J I a-1� -w� DATE � INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 1W11 lq7 INSPECTOR --T T65-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ y�ROUGM PL9G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE � �� INSPECTOR A, T65-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LAG. [ � FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � � INSPECTOR ,�'V 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] RO H PLBG. [ ] FOUNDATION 2ND [; NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS• DATE l � �/ 7'0 INSPECTOR Zr �Y�� .- ��..��..--- , '�— hti�- •ti'+'.��.-. -r.::+`i'�. �_l-,,rp. - •�,�`r., ,,,�..�.-�Y'�.--_ _�T "Lam-- ---=c-._ b .,� _ _ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ *s 1 SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY . V DATE /-0AF INSPECTOR ,, $r- ors-iso2 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY R MARKS: ALJ,,�m DATE INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I�ULATION [ ] FRAMING [ d] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE v d INSPECT 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FIREPLACE 8 CHIMNEY REMARKS /OiWl'a✓.�y DATE �/O�INSPECTOR ROBERT SILMAN ASSOCIATES, PC. CONSULTING ENGINEERS 88 UNIVERSITY PLACE,NEW YORK,NEW YORK 10003 www.rsapc.com (212)620-7970 FAX(212)620-8157 August'27,''1997' Mr. Gary Fish Building Inspector Town of Southold, Department of Buildings; SEP - 3 1997 Southold, NY 11971 ELDCG.pr-r)T Dear Mr. Fish: —L Our office is the structural engineer for the Lane Lodge project on Robin's Island. During the course of the project we have observed the structural integrity of the existing chimneys and found them to be sound and stable. The repair of the fireboxes and flues will contribute positively to the overall structural integrity of the chimneys. If you have any further questions or concerns please do not hesitate to contact our office. Sincerely, . 4BESILMAN ASSOCIATES, PC �� NEW �, 0 nheiiner / 4 5 C, J' o. 4 b�66 p7WESSO, ROBERT SILMAN ASSOCIATES, PC. 88 CONSULTING ENGINEERS (2 2)620-7970YPLACE,NEWYORK,NEWYORK10003 FAX(212)www.r620-8157 11 December 1997 1VIr.`Gary Fish -^ Town of Southold ' _ Depaitinent of Buildings DID, 2 61997 Main Road Southold, NY 11971 DEFT. 'COOL® Re: Lane Lodge Robbins Island, NY Dear Mr. Fish: We are the structural design engineers for the above-captioned project. To the best of our knowledge, we designed the house to comply with the New York State Building Code. In addition, we visited the site on five different occasions during construction and during each trip found the framing that we observed to be as shown on the structural drawings.or as indicated on construction sketches issued by this office. For the record, we will be sending a set of as- built structural documents, signed and sealed, to your office early next week. I'trust that=this meets with your satisfaction and will assist in the final inspection of the Lane Sincerely, ROBff,,SILMAN ASSOCIATES, PC oNatOpnheimer WAPROJECTSVOWS 5600 TO 5699\5630\5630.02 12-11-97(letter).doc CURTIS & WINDHAM August 20 1997 a Mr. Gary Fish N`e 1997 Building Inspector 8�p� DEpT Town of Southold, Building Department OF 0 TFj Southold,NY 11971 Mr. Fish, I am writing to address the concerns that you have regarding the fireplaces and chimneys at Land Lodge on Robins Island. Please note that all of the existing fireboxes, smoke chambers and hearths will be removed and replaced with boxes that conform to the current New York State building code. The Hearths are being cantilevered from existing masonry mass allowing for the hearths to be completely structurally independent of the framing system. The fireboxes will be built out of approved material and the smoke chambers will be completely reconstructed. At this level of reconstruction,I would consider the fireplaces to be completely new construction. If you wish to review any of this information,the masonry drawings (pages #A407-#A410) are available at the job trailer on the Island. If you would like to review any of this information with me personally,please do not hesitate in calling. As is always,time is of the essence so please respond at your earliest convenience. Thank you very much for your attention. Sincerely, Russell Windham 4910 TRAVIS STREET HOUSTON TEXAS 77002 TEL 713-942-7251 FAX 713-942-7252 .Suva ua •nIivrtv J. Iu+u",AvUE ,1.U2ej'5e , t5;a5 i KIINKU S - tAurrhuE- 31fja0U,5U1;# 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 09/30/1997 EST97010.SDF JOB TITLE: Renovations to Lane House, Southold, .NY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS, a PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 11 (N/A) 45. 0 (N/A) 45.0 30.3 36.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 30.3 GPM TOTAL HOSE STREAK! ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAK! ALLOWANCES 0.0 GPM, TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 30.3 GPM BODE ANALYSIS DATA NODE TAG ELEVATION' NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29 .0 K= 4.20 13 .2 15.3 2 29 .0 K= 4.20 12 .8 15.0 3 29.0 - - - - 14.3 - - - 4 29 .0 - - - - 13 .5 - - - 5 29.0 - - - - 14.6 - - - 6 29 .0 - - - - 16 .4 - - - 7 29 .0 - - - - 18 .0 - _ 8 -7.5 - _ 35 .7 - - - 9 -7.5 - - - - 36.4 - - 10 -5,0 - - - 36.5 - - - 11 0.0 SOURCE 36.4 30,3 rz,Ewe. Q�. ►c . N _� � •...•..v .. ....v.•['1 v.,r. .av Gv �. av•w hll1.•V �+ .IAVl..AVUL.' NaVGVC1NV VG ft* 'f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 09/30/1997 EST97010.SDF JOB TITLE: Renovations to Lane House, Southold, .NY PIPE DATA PIPE TAG.. Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) KW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -15 .3 1.111 PL 7.00 PF 1.1 1 29. 0 4.2 13 .2 15.3 5.1 150 FTG 3ET PE 0.0 3 29.0 0.0 14 ,3 0.0 0.039 TL 28.99 PV 0.2 Pipe: 2 -15.3 1.402 PL 16. 00 PF 0.2 3 29.0 0.0 14 .3 0.0 3 .2 150 FTG ---- PE 0. 0 S . 29. 0 0.0 14.6 0.0 0.013 TL 16.00 PV 0 .1 Pipe: 3 -15.0 1.111 PL 2.00 PF 0. 8 2 29.0 4.2 12 .8 15.0 5 .0 150 FTG 2ET PE 0.0 4 29 .0 0 .0 13 .5 0.0 0.038 TL 19.99 PV 0.2 Pipe: 4 -15.0 1.111 PL 9 . 00 PF 1.0 4 29 .0 0.0 13 .5 0.0 5.0 150 FTG 2ET PE 0 .0 5 29.0 0 .0 14.6 0. 0 0.038 TL 26.99 PV 0.2 Pipe: 5 -30.3 1.402 PL 17.00 PF 1 .9 5 29 .0 0 .0 14.6 0.0 6.3 150 FTG 92T PE 0 .0 6 29.0 0.0 16.4 0.0 0. 045 TL 41.48 PV 0 .3 Pipe: 6 -30.3 1,402 PL 26.00 PF 1.6 6 29.0 0.0 16.4 0. 0 6.3 150 FTG T PE 0 .0 7 29 .0 0 .0 18.0 0.0 0, 045 TL 35..79 PV 0.3 Pipe: 7 ••30-3 1.402 PL 36. 00 PF 1..8 7 29.0 0.0 18.0 0.0 6.3 150 FTG E PE . 15 .8 8 -7.5 0. 0 35.7 0.0 0.045 TL 40.90 PV 0,3 Pipe: 8 -30.3 1,604 PL 3.00 PF 0.7 8 -7 .5 0. 0 35,7 0. 0 4.8 150 FTG 3E PE 0 . 0 9 -7 .5 0.0 36.4 0.0 0.023 TL 31.29 PV 0.2. Pipe: 9 -30.3 1.604 PL 35.00 PF 1.1 9 -7 .5 0 .0 36.4 0.0 4.8 ISO FTG EG PE -1.1 10 5.0 0 .0 36.5 0.0 0.023 TL 47.57 PV 0.2 Pipe: 11 -30.3 1.604 PL 60.00 PF 2.1 10 -5. 0 0.0 36.5 0.0 4.8 150 FTG 3EG PE -2..2 11 0.0 SRCE 36.4 (N/A) 0 .023 TL 91.44 PV 0 .2 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 409E142 granted by HRS Systems, Inc. 2193 Ranchwood Dr. , N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node. of .0.011 gpm and a maximum imbalance at any node of 0 .106 gpm. I s NT ffY:KlNKO'S -- HAMAUG2 ;1A-23-87 15:36 KINKO'S - HAUPPAUGE-� 5162880902:# 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 09/30/1997 EST97010.SDF JOB TITLE: , Renovations to Lane House, Southold, NY (3) velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 6.3 ft/sec at pipe S. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F. T L C B G A D Ell Tee Lng$Il ChkVly BfyVly GatVly AlmChk DPVly 1.111 2.65 6.61 2.65 6.61 7 .94 1.32 13 .23 13 .23 1.40E 3.24 5..48 2.16 7.56 6.48 1.08 10 .80" 10 .80 1.604 6.24 12.48 4.16 1.4.56 32 .48 2 .08 20.80 20.80 ' ; P SENT BY:K[NKO'S - HAUPPAUGE ;10-23-97 ; 15:37 KINKO'S - HAUPPAUGE-s 5162880902;*' 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 09/30/�997 EST97010 .SDF JOB TITLE: Renovations to Lane House, Southold, NY WATER SUPPLY CURVE 48+ 44+ 40+ 36+X R E S S 28+ U R E 24+ ( P 3 I 20+ 16t 12+ 8+ LEGEND x X Required Water Supply ++ 36.44 psi, @ 30 .3 gpm 4+ ++ 0 = Available Water Supply + 45 .00 psi ® 30.3 gpm ++ n 0++-+---+----+-----+------+--------+--------+---- +-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) I ll;ll I;k;I I UII,IUryfUII I ..�..•...• .. ...........,..�.►,,...... .��,,..,.,,,,..-- � /_ ���NJ � _._ .t... mil ' , 1 ATI 11)11 I'Ir.II 11, Y }_• r _M� I I ' •':I'A I'Ir. I'.I I I III!Y �� ��1 <GL C1?✓ " __� ,,c�-—.®'f �_�_ � l I' I 1 I A 1. D� - �,.-- _,,,,-------- Alllll'I'I(JIIA1. (;()Iltll;ll'I' J� �� ------------ --- - - . ` - BOARD OF HEALTH . . . . . .. . . . . . . . . e FORM NO. 1 3 SETS OF PLANS . .. . . . . .. . . . . . . TOWN OF SOUTHOLD SURVEY . . .. .. . . . . . . . . . . . . . . . . .. BUILDING DEPARTMENT CHECK . . . . . . .. . . . .. .. ... . . . . . . . TOWN HALL SEPTIC FORM . .. . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 ; TEL: 765-1802 •• NOTIFY: CALL . .. . . .. Examined......... J 19 ... MAIL TO: . . . ... . . . .. . . . . . .. . . . Approved.... .. ,/v.., 19 . ,l Permit No. ................ ......:.............................. Disapproveda/c ................................... .................................... ...................................................... ........ (Buil sp APPLICATION FOR BERMIT Date_ p �. . . ., 191./. . 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 application. 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 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 HEWW M EE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk Canty, 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. c (Signature%f applicant, or name, if a corporation) �.O:Pox... 1.S......��. ►:�c�? �►.. .�-�../l,)�, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor electrician, plumber or builder. .........................................................................:.............................................. Name of owner of premises ... C1:S..... ............................................................. (as on the tax roll or latest deed) ;If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate ficer) 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............ ................................................... . .......... ...................: . :.............................. .. k.................. House Number, Street Hamlet Canty Tax Map No. 100�0� �Section ...?.�-�.......... Block .....�........ Lot ...3.......... Subdivision .......(:�1./..:!...................... 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 - .. ::::::...:......................................... .......... f .... 7- �x b. Intended use and oc "l _........... . .......: `w' :/�.l:e�:�Q?:^ 2....RAG 2 cupancy.�-..... .. � tit-'•a�1.���;;�'0.1�3 3. Hoture of work (dieck vAiidi applicable):_ _New tkjilding .......... Addition .......... Alteration Repair ............ .Removal-".-- ............ Other Work .................................... (Description) . ..........+.-. fe 4. Estimated Cost e. . ..................... oc)q� (to be paid on filing'this'app1ication)* 5. If dwneelling, nuid)-eer of_diWffi_fij�--WfFs 1kimber of (1welling units on each floor ................ Ifgarage, number of cars ........................................ 6. If business, commercial or mixed occupancy, specify, nature anil extent of eadi t of use.... . ..... An structures, if any: Front Rear Depth 7. Dimensions of exist' .............. height .'7%.7............ Umber of Stories .... Dimensions of s -ure with alterations or addi n's":,"F*r'o'rt*�' pmestruct tio . .............. Rear Depth ... .. .... Beigl,t ..... ... Rinber of Stories ...E......... 8. Dimensions of entire new construction: Front ................. Rear ............... Depth .............. ......................... Umber of Stories ..................... 9. Sizei of lot.. Front Rear ...................... Depth .................... 10. Date of PUrdiase ........ Name of Former Owner 11. Zmw or use district in vAiidi premises are situated ..... In-Y(�o .........Vi).... . ......................... 12. Does proposed construction violate any zoning law, ordinance or regulation: Ae.1, 13. Will lot be regraded ......../1.) Will excess fill be r7ved from premises: YES .......... C> 14. Names of Owner of premises ....!��--r�. -?-.I a-79D SJC4CQ.-."--_._. Address ...... No. .........Ves: Name of .......... Phone No. S1 Acx-,S:�,-rx "?)Co 7A, Name of Contractor f_1PQr$j....... twUlAess ................... .Phone No. .............. 15. Is this property within 300 feet of a tJ%dtABand-sr% *IF YES, Sounal) 1"M IRM M.-9 MIEff MAY BE. Wpm Im. k- PLOT DIAGRAM V_z� 7Y Inc ear s n c t I y all buildings, %Aiether exis ing or proposed, and indicate all set-back dimensions c t lit s. G from property li s. Give street and block number or description according to deed, and show street names and indicate %4iether interior or corner lot. suvil3 ol? m;,w Y(N?K, Canly or. rsy� ........ SS ........................being (July sworn, deposes and says diat he is the applicant (Nam of individual signing contract) above marred, lie is the ........ "-*- (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duty authorized to perform or have performed the said work and to nuke and file Unix application; that all statements contained in this application are true to die best of his knowledge and b6lief; and diaL Lhe work will be performed in the iiianner set forth in the application filed therewith. Sworn Co before me this a. of Cj ..Igq., .... Notary Bibli ... ... ........... ... . (S gnature of pIiticaa CLAME L GLEW PONY 10 of Now York 18 M Duo. =c"M STATE OF NEW YORK DEPARTMENT OF STATE ALBANY, NY 12231-0001 .. .ALEXANDER F;;TREADWELL .SECRETARY OF,S,TATE In the Matter;of the Petition of- DECISION 'Robins Island Preservation Corp. Fora Variance to the New York State PETITION NO. 200-97-52 Uniform Fire'Prevention & Building Code Upon the-application of Robins Island Preservation Corp., filed pursuant to 19 NYCRR 450 "on. February.24, 1997, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to alterations to an existing three-story building of type 5b, wood frame Al, one-family dwelling and located on.Robins Island, Town of Southold, County of Suffolk, State i of New York.The petitioner wishes to maintain an existing third floor in a building undergoing a substantial renovation. Relief is requested from 9 NYCRR 705.2(b), which limits the height of buildings of type 5 construction to a maximum of two stories above a basement or cellar of masonry construction. FINDINGS OF FACT A. The subject building is three-stories.and has a gross area of approximately 10,000 square • feet .. 2. Construction on the subject building commenced over seventy years ago. Framing, roofing, partitions, and windows were in place and plastering was underway on the.third floor. The building was never completed or occupied due to the death of the owner. L? printed,on recycled paper Ftition No.200-97-52 Page,2,` 3 The petitioner has undertaken a"substantial renovation of the entire,building and wishes to retain the.use of the third floor for habitable space, as originally planned. The third floor space will.have an area of approximately 2,000 square feet. Larger dormerswill be constructed to provide adequate adequate light, ventilation, and code compliant egress windows 4:,. The petitioner proposes to provide a fully enclosed, rear service stair from the,ground floor to the third,floor, in addition to the main, unenclosed stair. 5. The petitioner has agreed to install sprinklers throughout the third floor and along the path of travel down the rear service stair to a service/mudroom exit door: The installation shall.be in accordance with 9 NYCRR 1060.4 6. The entire.house will be equipped with.an integrated fire- and smoke-detecting system, with central station monitoring. The installation shall be in accordance with 9 NYCRR-1060.3. 7. The,roof at the rear of the building has a shallow pitch, and curves down to an eave height of approximately nine feet above grade. The roof could be easily accessed from the dormer egress.windows. This affords an additional level of protection in an emergency situation. 8. The local code enforcement official concurs with the granting.of the relief. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the alternatives which are an enclosed second stairway, a sprinkler system installed on the third floor and along the path of travel down the rear service stair to the exit door, interconnected fire=and smoke-detecting system with central station ,monitoring.These,.alternatives will ensure the achievement of the code's intended objective. Petition No. 200-97-52 Page 3 DETERMINATION WHEREFORE IT IS DETERMINED that.the application for a variance from 9 NYCRR 705.2(b), to permit the construction of third floor habitable space in a building of type 5 construction,,be and is hereby PROPOSED to be GRANTED with the following conditions: 1. That an.enclosed second stair be provided to the third floor. 2. That.a sprinkler system be installed in the entire third floor and along the path of travel down an enclosed rear service stair to a service/mudroom, in accordance.with 9 NYCRR 1060.4; . 3. That an interconnected fire- and smoke-detecting system with central station monitoring, installed in accordance with 9 NYCRR 1060.4. be provided throughout the entire dwelling. This DECISION is issued under 19 NYCRR 450.6. Unless obiected'to by the petitioner in a . writing received by the deoartment the decision shall become FINAL after fifteen days of receipt .•off the-decision.by.the parties. This decision is limited to the specific building.and application before it, as.contained within the petition, and should not be interpreted to give implied approval of.any general plans or specifications presented in support of this application. Geofg E. Clark,'Jr. Director, Codes Division DATE EK/mo v' "Petition,,;No. 200-97-52R :A The persons below are advised to ;TAKE NOTICE ' of the attached docuimeh".' The. attached document .pertains to a petition for -relief related to code requirements. If there are any questions, call'`(518) 474-4073 and ask for the Variance Unit: Please refer to• the '.petition number, in all related conversations or, correspondence with us. ROBINS "ISLAND PRESERVATION CORD C/O ,--PETER'' TALTY .PO BOB`,301 ?NEW-._,SU1'FOLR..NY 119 5 6 .TOWN OF;-:SOUTHOLD- BLDG DEPT TOWN HALL BOX 1179 MAIN RD- SOUTHOLD. NY: °11971. i JUN 2 11999 P Petition No: 1999-0545 SLOG.DEFT T1--i ;�JF SOUTHOLD The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. BELVEDERE PROPERTY MANAGEMENT CORP PO BOX 301 NEW SUFFOLK NY 11956 GARY FISH TOWN OF SOUTHOLD BLDG DEPT TOWN HALL MAIN ROAD P O BOX 1179 SOUTHOLD NY 11971 excELsioa i STATE OF NEW YORK DEPARTMENT OF STATE ALBANY, NY 1 223 1-000 1 ALEXANDER F. TREADWELL SECRETARY OF STATE -------------------------------------------------------- In the Matter of the Petition of: DECISION Robins Island Preservation Corp. For a Variance to the New York State Uniform Fire Prevention & Building Code PETITION NO. 1999-0545 -------------------------------------------------------- Upon the application of Robins Island Preservation Corp., filed pursuant to 19 NYCRR 450 on May 4, 1999, and upon all other papers in this matter,the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the construction of a recreation room in an existing one-family dwelling, Al occupancy class, three stories in height, of type 5b, wood frame construction, and having a gross area of approximately 11,000 square feet, located on Robins Island, Town of Southold, County of Suffolk, State of New York. Relief is requested from: — 9 NYCRR 714.1(b), which requires that the opening for emergency use be located so as to provide unobstructed egress to legal open spaces. [The petitioner requests that a recreation room have an opening for emergency use that requires travel through intervening room spaces to the emergency egress opening.] FINDINGS OF FACT 1. Construction on the subject building commenced over seventy years ago. Framing, roofing, partitions, and windows were in place and plastering was underway on the third floor. The building was never completed or occupied due to the death of the owner. 2. The petitioner has undertaken a substantial renovation of the entire building and wishes to retain the use of the cellar billiard room, as originally planned. This space will have an area of approximately 1,000 square feet, but lacks an opening for emergency use within the room leading directly to legal open space. Instead, in addition to N the primary entrance down steps from the first floor of the building, a door in the recreation room leads to a corridor which eventually discharges directly to the exterior of the building. 3. The petitioner offers to remove several intervening doors along the corridor, including numbers 10 and 3 on 0 printed on recycled paper ' Petition No. 1999-0545 Page 2 Y the drawings, and to provide emergency lighting and illuminated exit signs in the recreation room and along the path of travel to the exterior, in locations satisfactory to the local code enforcement official. 4. Remaining doors in the corridor, such as into toilet rooms or closets, will be labeled at eye level to indicate function, and to clearly differentiate the exit path. 5. The building is equipped throughout with a hardwired smoke detection system with central station monitoring. These devices will provide early warning in case of a fire emergency. 6. Other spaces in the cellar include a sauna, storage rooms, toilet room, and a mechanical room with a 2-hour fire rated enclosure. 7. The building was the subject of another routine variance, #200-97-52, to retain third floor habitable space. 8. The local code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 450.6. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the alternatives which include the hardwired smoke detection devices with central station monitoring, the exit signs and emergency lighting, and the 2-hour enclosure of the mechanical room. These alternatives will ensure the achievement of the code's intended objective, and will not substantially adversely affect the Code's provisions for health, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 714.1(b), to permit a recreation room with an opening for emergency use that requires travel through intervening room spaces to the emergency,egress opening, be, and is hereby PROPOSED TO BE GRANTED with the following condition: 1. That all conditions, enhancements and equipment offered by the petitioner be installed as described, and in accordance with the applicable generally accepted reference standards. This DECISION is issued under 19 NYCRR 450.6. Unless obiected to by the petitioner in a writing received by the department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties , Petition No. 1999-0545 Page 3 _e This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. / 1 G6orge;E. CN-rk, Jr. / Director, Codes Division i DATE:�� EK:tl SEP-23-98 WED 15:18 NIXON HARGRAVE FAX N0, 5168327337 P, 01 Nixon, Hargrave, DevanS & Doyle LLP PRIVILEGE AND C®i'qFIDENTIALTxI'NOTICE Attorneys&Counselors at Law The information .in this Aax is intended for the named 990 Stewart Avenue recipients only. It, may co;atain privileged and confidential Garden City,News York 11530-4838 matter.1f you have received this fax in error,please notify us y,N ,York immediately by a collect telephone call to(516)832-7500 and' return the original to the sender by mail. We will reiuonburse Fax; (S l6)832-7555 you for, postage. Do not asclose the contents to anyone. Thank you. FAX To: Fax#- I 'telephone#: 1 Gary Fish 516 765-1823 3 5 _ INTERNATIONAL PRONE NUMBERS MUST INCLUDE COUNTRY 8e C1TX CORE. SI;E LOCAL.WHIT is?AO1:S POR CODES NEEDED: From: Kevia S.Law Date: September 23,1999 No.of Pages.: 3 „eyc 1I�/latter: 035521-000003 includin&this Page) Comments: IF YOU DO NOT RECEIVE ALL OF TIESE PAGES,PLEASE CONTACT THE TAX OPERATOR AS SOON AS POSSIaaI.E AT: (516) 832-7500. THANK YOU. coiO WATION: DATE SL'NT C f SEP-23-98 WED 15: 18 NIXON HARGRAVE FAX N0, 51683273")'7 P, 02 Nixon, Hargrave. Devans & Doyle LLB Attorneys and Counselors at Law ONE KEYCORP PLAZA - - 990 STRWART AVENUE 497 MADISON AVENUE Al-DANY,NEW YORK 1XXO7 _ GARDEN CITY, NEW YORK 11530-413313 NEW YORK,NEW YORK 10022 (610)427,26S0. (516) 832-7500 (,712)040.3000 FAX: (516) 632-7555 CLINTON 60VARR 1800 MAIN PLACE TOWLR . PO6Y OFFICE BOX 1091 ®U1=vAL0,NEW YORK 14ZOx ROGHE6TER.NKW YORK 1a809 (718)853-6100 WRITER'S DIRECT DIAL NUMBER: (616)832.75410 4710)2e3-1000 CITYPLACE SVIYC 700 I60 A*YI,UM STREET - ONE THOMA15 CIRCLr HARTFORD,CONNECTICUY 06103 September 23, 1998- WA6H(N6TON D.C.Z0009 f6EO)275-E620 f2021 a7T-5300 VIA FA.CS)<1Mn (516) 765-1823 Mr..Gary Fish Building Inspector . Southold Building Department P..0. Box 1179 Southold, New York 11971 RE: Robins blan"ane Lodge Dear Gary: As per our discussion on Monday, September 21st,enclosed pleasz- find a letter from a licensed engineer opining that the structural integrity of the existing chimneys for the Jane Lodge are sound and stable. Y trust that this will satisfy any concerns you had with the mortars of the chimneys. Please let nle know if you have any questions. 'thanks for your attention to this matter. Sincerely, , I/ evin S.Law KSL:cm Enc. cc: Peter T'alty , 0355211000003 0143870.1 SEP-23-98 WED 15, 18 NIXON HARGRAVE FAX N0. 5168327K7 P103 [oLoS ON XH/XZ] ZZ:ZT MU RO/ZZ/60 'RCM 1-CL1RTIS/W1NDHRM ARCHITECTS PHONE NO.. .a 7139427252 r-nu9. 27 19S? OS,4.2PM P2 as; 1,eST -VIM i:::8 FAX MO. 020 sssr R•91L�ti� A950C►?.C• la4�i CONSULTING ENGINEERS gumvggtryki mj4pmvgRjcNemoy6RxigQH3 _�t n. nj �7?y620•� 7C, - -FAX fZ13j� 7 Aupat 27, 1997 Mr.Galt'.Fish Building Inspector • Town of Sauftft, Deparrm=t of 8uildL-j&s Southold, NY 11911 MAT i&. Fish: Our office is the structural ea,ia=for the Lana Lode prged on Pwbia's a.:�l r„:;m,U course of the projeec we bava observed the stet cm=I imp icy of*0 exisdr,� 0E-j=eys wd fouza them)to be so=d and stabk. The repair of the fireboxes end flues wD] cozwfaut® positively to d= aaerall structural ime-eriv of the chimaem if you have any runbor quaidons or concert please do not hesitim to caim,�;t Tier o"lim Surely, ROB SUMAN ASSOCIAM,PC 94 GQP �he�lsnar ,R j" MIA QC7;•nk] Wd62:Zti�A. 66T'E8'd3S BELVEDERE PROPERTY MANAGEMENT LLC. `. December 23, 1997 s Re: Robins Island Preservation Corporation Dear Robins Island Vender; Effective January 1, 1998,Belvedere Property Management,LLC, a Delaware limited liability company(`Belvedere")will take over all of the business activities of Robins Island Preservation Corporation("RIPC"). Accordingly, as of such date,the business-of RIPC will be legally terminated and assumed in all respects by Belvedere. Belvedere and RIPC are under common ownership. There will be no impact upon the business relationship with your organization. Belvedere will operate from the same principal address and utilize the current telephone numbers of RIPC. Belvedere,in addition to succeeding to all rights of RIPC,hereby acknowledges that it will accept and assume all of RIPC's obligations and liability to you under the current RIPC business and or contractual arrangement with your organization. Please note this change in your records. Should you have any questions regarding this notice,please feel free to contact me at 516-734-7008. truly yours, Peter J. ty 05 O3/99.. .XON 12 26 TA% .516 832: 7555 NHDD Q 002 : NiXon..1 ye, Devans &:D le .. argra °.Y . ppt{{��$$ s elOrs at L�►w _ V-i�nLL Gouns 437 MAD190N AVENUE 996 STEWART AVENUE .ONE KEVCORP PLAZA _ '. - NEW YORK,NEW,YORK 10022" ALOANY,Naw.voRK 12207; GARDEN.CITY, NEvv YORK41530-b898: _ (212)040-3000 1'AX: (516)632-7559 - _CLINTON SQUARE IOOO.MAIN PLACE TOWER -... ,. _ .. . POST OFFICE BOX 1051. OUFFALO,NEW YORK 14202 - ROCHE5TER,.NEW.YORK 146M. (M)Bss•8100 WRITERS DIRMTDIAL NUMBER' (516)832 7640 c714)269-1000 SUITE 100 ITYPLACE C f 85 ASYLUM STREET - ONf:THOMAS CIRCLE HARTCORD,CONNECTICUT 06103. , May 3, 1999 WASHINGTON D.C.20605 (B60)275-BB20. .. - - • - (202)4ti1-8900 .' VIAFACSINIILE' , h_ `- 51 765-1823 : . Mr, Gary Fish �_l�;` 111AY Building Inspector _ Southold Building.Departmerif P. T r `-HOLD 0'. Box 1.179 i `r� Southold,New York 11971 RE: ; Robins Island/I,ane Lodge . Dear:Gary: u on our most recent discussion regarding applying'for a Certificate of Following p Occupancy_for Lane Lodge,:my clients have decided to apply for a variance relating to the additional exit from:the.basementatiat you believe is required. .Erica Kreiger;of the New York T at.11:30 a.m.to conduct an State Department of State,will:he coming down tomorrow, uesday, inspection of the basement. I have.been trying to reach'you for.several'days to invite you to participate_in the inspection as you did when_Ms:Kreiger previously came down to grant a. variance for the.use of the third floor.of the Lane Lodge for sleeping quarters: T did not want you to think we:were'trying to:go over your without giving you an opportunity to participate m the decision Please call me as soon as;po ssible to let me know if you.would like to.j oin us tomorrow and:%will.be happy to meet You at the dock.. As always,thanks'for:all of your help.. Sincerely, e.-y, . • Kevin S:Law KSL:cm Eno. . ec. Russell Windham(via Fax) peter Talty:{via Fax) 03 •. 6013/0p0003 G154110.1 FR OM: ROM:OCT Mr. Gary Fish Wright & Co. Construction, Inc. Building Inspector PO Box 315 Town of Southold Butter Lane PO Box 1179 Bridgehampton, NY 11932 Southold, NY 11971 PHONE: 516 537 2555 FAX: 516 537 7061 RE: Renovation of: 1111 1 11 17�A I DATE: Lane Lodge September 30, 1998 Robins Island Southold, NY PERMIT#: 24145 VIA: FOR: US Mail C of 0 ENCLOSED DATE ITEM DESCRIPTION 7/6/98 SC Health Dept. Approved Survey 8/7/98 Underwriters Certificate . NOTES Following are documents required for issuance of Certificate of Occupancy. Please issue C of 0 for Lane Lodge. Thanks. Steve Howard 05/03/99 ''NON..1.2:26•.FAX 516 .832. 7555 NHDD IM 001 Nixon,Hargrave,DeYans &Doyle LLP PRIMEGE'AND CONF,IDENTULITY NOTICE b. Attorneys:&:Counselors at Law.. lye information..in this fax is intended for the named recipients.only. It may contain privileged and confidential 990 Stewart Avenue matter.if you have.received this fax in error,please notify us Garden City;.New York 1.1530-4838 immediately by a collect telephone.call to(516)832-7500 and (516)832-7500. re�the.original:to the sender by.mail.:We,will reimburse you for`postage::Do not disclose.the contents to anyone. . Fax:. (516)W 7555 Thank you. FAX _ To: Fax#: Telephone#: 1) Gary Fish (516):Z65-1823 3) 4) 5) RNATI NAL PHONE NUMBBRS ST . CL COIJNMY&C Y C E. SEE L AL WHITE PAGES F R OD NE ED. No.of Pages: 2 C.lient/Matter:.036013-000003 From Kevin S...Law Date May 31.1999 ..(including this page) Comments: IF YOU DO NOT RECEIVE ALL OF.THESE PAGES,PLEASE.CONTACT THE FAX'OPERATOR AAS'SOON AS POSSIBLE AT: .(516)83 2-7500. THANK YOU. BY TME CONFIRMATION: DATE SENT .. JAN. -08' 98(THU). 12:48. WRI.GHT .& CO. LANE. JOB : TEL:5167347002 P. 001 Date Rtqd.. a; ��.CLERR To pa liallr. 6�0 N. 14510 �l•. S1M - 6m Taw Post-IV Faz Note. 7671 GatePages► To� jq- FMM i CDJDeP' Go- L-49 ClJ, Phone It •� _ elo Phone u 7 3 Y J gG Fac Y S FAx 0 'Alf,- s s }E;.. BLDG.DEPT. ,ate: JAN. -08' 98 (THU) 12:48 WRIGHT & CO. LANE JOB TEL:5167347002 P. 002 Jan-08-913 10.. 40A P,O2 .08/91 'tla TRU b8,10. FIX 0145a s94303 DRUNUUNDS or BRASILn �nnl I ` 12I/0 t Roe . AN Ono . piairlbutad in R18A DATA BAN -.8 1998 601e0189 Limited Permstuff Dal®sheet WRIGNT&CO.CONS RUCTION,INC, Much 1987 te11 paced Safety glass E 0 SIT Permatuff tempered glass is manufactured to comply with BS AX.' 6206:1991.Class A and can be ' used to satllaf0he safety glazing requirements of 88 8282;1982. It is branded with the British ' standard Khamerk. r' Deltariptlan permsfafftentpared l salary glees is four to five times stronger then ordinary glass of the alma thicknaee and,if brakenr it will. ;' 6 beak sa0ty Into tiny granules with dulled ed es which are unlikely to l cause serious cuts or Injurloe, , solegies Tempered has one of the most modern Plante In Europa which guarantees a conv stuntfy hlgh.qumllry product. Applications Salary eS 8282:1 B82 recommende the use or safety glass In perrMeru/1 tempered aslery ji/ass used in a modern bus Mallon areal where thare.is a,lilt of accidental human impact which eneretes a epeeist r19k.eg squash bullding types,domestic,public and include: Glazed doora and door Bing ppanels Courts,gyrrinaels,schools,hospitals, commercial. which may be n116teken fordignal Ths cods Identifies risk areas In Manr/asintlan In shustigns where the Low-level glazing within 1300 mm of general terms only and lays down the : pprer onoe of a glass screen may not be. the floor. minimum standards of glazing Immedletely obvious In buhdin9i< Balustrades(sea also Bs 61801 acceptable, which Indlvldus)members of the Gla=ed,bath and shower screane or Tempered safety glass can he public visit infrequently,aA airports, sWlmmlll®pools,{vase or public e quiremlodentsgot USt6282 1982 In all company logo shoould be appplied to Glazing in.areas where the activity the rl9X Items detailed above In all the glees to�elp to make the glees obvious. r PROGLtEf fiArMill Larvasrzrrs I[Is aometlmea posplble[o . supply Willer lengths,New equipment,due MAXIMUM ol:ge to be commisoiorled In Novemper 1885, will enable larger s1zae than these tabulated GIuW type Nr'mtnol Mevlrrium sheet alza to be supplied.Planes submit enquiries, Ihlemull Continuous Reoiptocetlne Minimum site The minimum size for a sheet horlaenl'el process horizontal proceri men men x men men'men produced ril er ln B 190 men across[he the dlapoall Smaller Pormarpfr Clear Ileal sheets will on tempered by the vertical 4 1300 x 2200 Not available p 6 1300112600 2000 x 3000 process, a 1340■4000 1600=3600 suppllod Circular tampered bosty horrizontal bs io 1300K4000 2000,3500 prooes9 In seizes up to 1200 men diameter 12 1300 x 4000 2000 x 3600 or 000 mm diameter for 4 mm alaee. . r'armarurywhinperr�tmx Irmgularahapas Irregular ehapeo can be nodded,otlhwead.Cotn+reld. tampered by the horizontai process i}their Iro.mor/,Pimpernel,Autumn, dimensions toll within the maKimum prase patollwork,kvarelads,Linkoo, a zoo K 2000 Nat evallabh tabulated and the out1lnR Is reasonably Mayllowar,BriPPolYta simple,A hard template must bow ppplied. oriftwood,eatawald.Jycamorb, plasma submit anqulrlee before epecNving. ,autumn,Patahws;14 Eva glade, Glass fypes Other aiterns,substaQOes or Unkan.Mayllawar 0 1Z90 K 2000 ryot.avallaGla P colours tray be Jr,stock or obtained against Tosiurad(stlppolytal 6 1300 x 3000 Not satiable eppeclat order.Please submit enquiriee. Textured(9tIPPoMaI 10 1150 x.1 Ban Not ivallabla _ bteararod plass Sllk-screened designs on A,rmarurremo.rrmtevvrr••�� glass can be processed In sizes where the Autumn,Cotswold,Llnkon short dimon®Ion does not exceed 1300 men. Evaeluea.Driftwood 4 128d.a 2000. Not evallahle Please eubmlt enquirles for all elik- Autumn.Colewald,orirtwooc a 12Bo a 2oao Mat avall■bla screened,mitred.dowelled,emboeeed or sandblasted tempered glass, JAN. -08' 98 (THU) 12:49 WRIGHT & CO. LANE JOB TEL:5167347002 P. 003 Jan-06-993 10.41A, P.03 0$:111 '9e THU 06:17 PAX 111493 894303 LRUl!KONDS 13 A31LEY f�Jft(12 ParmatuN �ffy tampered safety glass JAN - 8 1996 f'110Ce661NG TOLERANCE OA ANCES WRIGHT b GG.CONSTRUCTION,INC. Dimensional tolerant ee LANE.LODGE SITE Stren a Tempered gigs is four to five times stronger In Thickneeq,overall dimensions end en ng and In tendon then ordinary annealed pleas of the acme thlckneve.Tho extra strength 9ometlmes permits Flo,t:onr+lrye�oee reerenipaea�+u wmaht reduction in the ihleknees of tempered glees compared Nominal relo►onas also with thnl necessary for ordinary annealed or laminated thlckn�w. Thickness lass. 81341 Parhmrd "iced g 1nm rom min min k0/m' 4 3 6- q 2 �,a_ �.B -2+1 1d.0 Wind loading l3aih tempered glees and annealed glass z.6 Have the same modulus of elasticity.The deflection characteristics,thickrtess.forthickness,are idenf!Icol,Sizes B 7,7- 6.3 -2 tl 20.0 must take the glazing situation and statial loot wind 1 o 9.7-10.3 e.7 'I U -2+1 2a.0 loodings into account.It le thus often necessary to design 17 11.1-13.3 -2 tl to restrict deflection to s.vlsuallyacceptable degree rather Enqulrise should be submitted if diase Is required toe then for strength.Safe glaiin9 sizes under wind loading closer overall dlmenalorlal tolerance. are tebuleled in SS 02. 2,19B2 and should not be confused with meaimum manulacturins si:es. Flatness tolerance A degree of avoraU bow may be Introduced by the temporing Process.This is unavoidable Impaot strength All PermbluN plaases are manufaclurad but much lees in either of the horizontal processes,The to comply With B6 6208 19a 1,Class A,In the 9S 0206 tolerance for boW 18 set oul in the table below and Is . test,a leather bog filled with lead shot welghing 41 kg Is measured as the maximum difference between the.trus swung against the face of the glass penal under test from a vertical line and the concave surface of the pleas held in a height of 1210 mm.The glass must ellher not break or vartical position supported at quarter points, break agAfy as defined by.05 aloe,1981.Under this teat, tempered glass will either not break.or Praark safely by Maximum bow for eh.horlmntefiy processed tempered: loe s places with re not large orharpaugh to cause evs glgsa Nominal thioN+o•o,min. P raruff is branded with the British Slandarde Kitemark 1 meth al 4 6 a s 10 t z to show compliance wiih B5 5206:1901,Class A In a dl.eon•i,mm min min tnm flan min min. position which will be visible after glazing lipp to 35 8 0.60 O.BO 0.2G OZ6 0.2a 0.z6 376 to 5300 1.00 1.00 1100 1.00 1.00 a.ea so to 1000 150 1.50 1.25 1.26 1.0o e.60 fracture Tempare4 sleep will break when the static or 100�to 1800 1.76 1.70 175 1.29 1.00 1,0o impact load hands the glass sufficienllY to overcome the 160 to 2000 2100 1.7e 1.sa. 1 2s i.00 : 1.00 surface compressive stress and put Iha eurfeve into tension 2001 10 2600 2.00 1.76 1,75 1.e0 I.Qo 1.00 and exceed Its breaking stress.It can also erealt when the 260110 3000 2,60 2.00 2.00 1.e0 US 1.21, severe Impact of a sharp object penetrates the compressive 3001 10 3500 -• 2,60 2,76 r.eo 1.28 1.26 stresses In the surface releasing the tPnslle stress 1n the 3601 to4000 - - 3.Q0 Z.aO 1.75 1.50 4.001 to 4600 " - - - 3.60 3.00. Is centre of the panel.Deep surface screlchea,may have the 4501 to 9000 - - - 3.7e 3.60 0.00 acme effect and cause fracture when the glees Its 6001 le 6E00 - - - 3.75 3,60 3.00 subeequenlly loaded, Beat IQ e013e - - - 4,00 3,16 3,50 Thermal stabliltyTempered glasa con be used in ell cilmates.It con withstand heat up to 29600 and extreme APPEARANCE. oold for long periods and resist large and sudden lampersture changes.For example,It io used for oven General TempereA glass.is virtually indistinguishable from doors where it can 6061Y accomodala a temperature of (; ordinary lilacs of the some type end thicknaae under 260aC on one Nos and room temperature on the other. normal viewing conditions.Some.allght dlslortlon of Tempered glass In frequently specified to remove the risk images reflected In tempered glass may occur.This of thermal freelure when glazing tinted or reflaetive solar distortion is minimised when the glass Is tempered by the control Sialeroe In buildings, horizontal processes,Surlaos Irrldeseence,the poiarieatfon - of 11eht refloated born the•eurfsee of tempered glass,which Is sorrtellmee vielbis,Is also mlnimleed when the glass is tempered byThe horizontal proceaaea,, Brand merits Normellyfernpered:glees la indelibly ;- branded with the 6ritieh stafldard Kitemark to show compliance with Hs 820ec1 BB1,Close when Intended for building work,if a special position for the brand Is required or If the glees is Intended for tranepon or ,;, domestic appllances,.thls shoyid be stated when ordering, , i PerrrtatuN ternPl/ON ro0(®N• �„, �'' , , ®fear dlslntegreIs'info very o + �'• srrh•lI placer with dulled ®dg•a whorl broken.. rf. I •u. JAN. -08' .98 (THU) 1.2:49 WRIGHT & GO. LANE JOB, TEL 5167347002_ P. 004 J an -OB-B® 10:42A P.04 09 U1 '08 THE I)fi;18 F&.1; U148.1 $04393 URCYAU11A9 OF 13t1rt1ifL1:1' �tUll7 Permatuff gully'. tempered safety glees Other producN See date¢heats on: Parmerowtorngred Solar control gloss ' Permawal andpermasol tempered glass cladding pensla. . i Quarsntes Panels are guaranteed for rive yeera against ws-•. manufacturing defects providing.lhetthe eompliny'o recpmmendatlons for glazing have been followed.The guarantee does not cover physical damage to the glar:s or the cost of reglazing•A full text of the owerantee is available an request: — Strtndards The following 9ritish Standards are relevant to this pr ouct! BS 962: Glass fargiazin® Part 1.1979 Classification Pert 21980 Terminology for work on glass s.' 1r' `r�'..:"'. • ' as e208:1991 Specification for impact performance requirements for fiat safety gglace and t; i ;r; •" r safety plastics for use in buildings 85 3193!1967 Specification for glass components for ,;�'. domestic appliances ' �I '� 05 667; specification for sofery glees for lend trans art, , d6 AU 179:1980 Sp acPlceUan for.road vehicle safety glass Perthalirff tempered safety Glass wed In low/eve/glazlnp. 56 8519;1077 Code of practice for patent glazing BS 5292:1902 cope of practice for glazing for Holes Moles may be drilled or cut for flxings handles,letter buildings 04 al 90;1982 Code of practice for protectiva barrier# pleund r camnish with eat a tics R bothpeclee.Le01geer ee enufes in end,aboutbuHdlnps can be smooth finished or poliahed•Minimum hole diameter is egyal to Ills glass thickness and maximum size . N1�FA¢l is one-third the width of the shoal,The minimum distance _ praessginn9 Most types of ordlnarY annealed soda-glass between a hole and the edge of Ihs. tost hew i eorrlernfaurhalf can be tom Bred tow honed ,Annealed pleas is heated to . timed the thickness of the glass, appro><ima a y an cooled ropldly in a wntrolled times the thickness.The tolerance on positioning cf holes forced draWght Gf air,This process induces compieaelve Netelhaa Various she as-con be,cut to accept flleings and streeseelnto the.surfaces whlell are Me Go by a tensile lacks,Ed as ero round wrth an arriss.Internal corners are =S . stress In the centre,Wired glace ca not 4o tampered: gg rr,• Three methods are use rounded to a rod us of not 1993 than the sloes thicknese and 5 1 r►�i preoeas The glees sheets are oxternai corners.are dubbed.Tolerance on notch transported through the long furnace and the cooling zone dimensions la-0+2 mm and oil position relstive.lo the atone speed an horizontal rollers.Thus the glass Is free edge of the sheet Is-2.+2 mm. � from.tong merko pn,d odge.dietortion.The size is limited by c . the width of the furnace to 1300 MM MaKirnurn short X dimension and the smallest piece by the spacing of the rollers to a diagonal with a minimum of 360 mm. Distortion In flatness and dlmenelona 16,much reduced ao Minimum 41 ` That horizontally processed glass may be used for double 5lezing'or laminating.Surface irridescance la also leasenad. y Bciprocaring harlrenfalprpcesaTh0 process Is similar to the continuous line described above axes t that,during the Mlntm�m Minimum r McYlmu�w�T heelingcycle,the.rollars reciprocate and transport the suz i iii �logs sowly.It then emerges at a constant wed to enter the rapid coo0ng stage.Because the furnaea i1i much shorter.It le economical Iv build a facillty capable of handling wider sheets. •�_�� Vert/cal prxeaa The Sheets of lass are hung vertically in the furnace.Small panes with o diagonal of lees than w 3 m„ w�then Woe+Ilmaptlon alit)mm hava to be tempered by thie method.Tong marks ti' ! thhknaaa or leas will be visible and a email degree of edge distortion maybe ° ' Introduced where the euapensien tongs grip the ahaet.A Inlmum roalug,t. , dagrao of general distortion In flatness and overall dimensions are inherent because the pleas must suspend Ita own welghl a1 temperatures neor to its softening Point. ' This dlmenslonar change►a anticipated in cutting the shoat Llrrrltin 'dlmens/ons.ier.bole andnorch size,.andposltions/n to size before processing to produce the flrlls- sheet 0 within t11a stated tolerances,pellvory will be longer for the Panel . glees lempeiad by this process. surface aseerafign posigns.or lettering Mik-screoned, Work an ternpored glass All adgework,drilling or usually In one or two colours.and fired into the surieee as surface decoration must be done In the factory before the glass is tempered are permanent and may be used for tempering.Any attempt to out or work tempered glass Qf[er company names or logos,to provide,obscuration for temperin9 will result in breakage privacy or to drew attention to tho presence of the glass . EdgrrworkAll Parmeialf®Iaeo Is supplied with an arrlssed sheet In IoaakIgnu where there rg.a rlak of accident,This edge.gsthe minimum finish.Ground.smoothed or proves very economical when several pones are ordvect pollshed edges can be supplied.Please submit enquiries with the game design.The silk-screened face of the glass for mitred or bavellsd vdgas. must be glazed to the inside of the building. JAN. -'08' 98 (THU). 12:50 WRIGHT & 00,.LANE JOB TEL:5167347002 P. 005 can—cmi-99. I0:44Q nr,�fll Be' TFiU 08:3U FAX tJla83 894769 DRU!(1l0NDS DF BILOILET �OQa— ParmetuffAM tempered. safety glass SITEWORK MAINTENANCE Oaneral Carefully Inspect all panels before instainno them. sills olimen-ap Wash dawn with risen Water to elim,nste Tempered aloes cannot be cut or worked after oil abrasive duet.A solvent ouch an acetone;white spirit or manufacture,Any attempt to do this will result in brookogv.. nepthe followed by a wash with clean wotar May ba tlsod Any alteration to the panels am supplied,ouch as cutting, to, ►eRtove any Olaxtn®compound,finger marks or crease, down or grinding the edgge or the.oppllcatlon of heat "on clean normally, absorptive or reflective fllms,wiA Invalldate the auerantee. Cleaning Use a mild liquid detergent solution thorn rinse Hindling Edges and camera are vulnerpbla during the glass well with clean water anq dry off.Do not usa anv handling,storage and ipotellatlon.Particular care Is abrasive gleaning raducts or comammated cloths.If necessary and protection should be provided because a rainwater coming from cement mortar comes into contact damaged.edge may cause subsequent felluro. with the surface of the glass,clean frequently otherwise permanent staining may result. Storage Store panels on edge at on aingle of 3 dog to e deg from the vertical,with mufflclent lateral support to Regular etelntonanee It is essential That all glazing prevent bowing,in a Olean,dry,ventilated place,out of installations be inspected and maintained during the direct sunshine and awayfrom sourcas of heat.Sot on _ lifetime by the sealantor the andding at rogular manatee Intervals recommended . . strips of wood or other soft materiel to avoid t:0ntact with . any herd materiels much,as metal,stone or concrete.Never. stack horizontall4- If any moisture or oondensafmn is appparent'hetweon panes SERVICES. of stacked glass,esperate immadlotoly and dry thoroughly atherwias permanent staining may result.Restock in a Teohnleal The Information above da9crlb11 the normal more suitable locatlon.fallowiri thuadvice given above. characteristics and performance orthe:producl.For further Sae the recommendations of B 52e2.:1902. Information,apeeial Products or unusual appilcatlonG, please contact alsg os Temperet1l,Bradford �le:dnp t3lazing and 1lzlna techniques should comply-with 10274ti 734181.or the 8ol4®las Technical Advlsery, . the racommendetlons of BS 8262:1987 and its 6orvlCa,(0203)4168844. amendments and of the manufacturers of the trominp and solve Orders may be placed directly with Solaaalam sealant systems. Tampsraq,Bradford(027417341 B1,through Sologlai merchentingg and aloaina companies or through normal bade suppllere: Inatellatlon Soleglas morchantfng and qlazing companies offer an Installation service for all types or glass pprnducic throughout the UK.Please contact the Solaglas Technical. D M Advisory Service,(0203)466844 or your local Soieglai Q V company for further information. .. 1998 WRIGHT b CO. ONSTRUCTIQW,INC• NE 0 E SITE It Is the responsibility of the purchaser or spacifler to ensure that Pro ordered is apppropriate to its eppllcetlon and that ins use camplfas with all Ipcal and national legislation,building regulations,standards,codes of practice,ena any other requirements. The descriptions and Illustretlons in thle document ehall not form pert of any apntract and liability.howmoever arising,for the consequences of rolylnd on them is hereby dlsclelmed. . The right to alter any epocificatlona Wthaut prior notipa.ia reserved. Publication of this document does not Imply freedom from patents or other protective rlghta. Voliglso Tempered slid Teoholaal Advisory 96440 - Supply end Mgnufocture Dhdelon Al ►t��rr Road,Bradford,Wul Yorkshire B04 7TP Talephnn�OZ74)734181 Fam(OZ741 T33720. Telex 517536 Tolop Ica ocltmcrl aayiaory eervte. ft WeY,Binfey,Caysntry GIf3 2N0 Telephone 10293)458844 Fort(4203)�88845 Teleic.31[80B Secttish.aloes Merehente and Oilers aseeclation Mamberu of the Glass an4 OlednD Federation and the CURTIS & WINDHAM MEMORANDUM DATE: MAY 10, 1999 TO : GARY FISH FROM : RUSSELL WINDHAM RE: LANE LODGE BASEMENT MODIFICATIONS CC: -MR. FISH PURSUANT TO OUR SITE MEETING,A FEW MORE WORK ORDERS ARE BEING ISSUED THIS MONDAY, MAY 10, 1999. I THINK THAT THE WORK CAN BE STATED IN (4) WORK ORDERS AS FOLLOWS: 1) ADD THREE (3)'EXIT SIGNS ROUTED ON BACKUP POWER SUPPLY AND EMERGENCY LIGHTING. A) ONE ABOVE CASED OPENING 016 B) ONE CENTERED ON WALL ADJACENT TO DOOR 010 C) ONE CENTERED ON WALL ADJACENT TO 003 (SEE PLAN) 2) REMOVE TWO (2) DOORS 010 AND 003. ALSO REMOVE THEIR STOPS, SADDLES AND HINGES. (SEE PLAN) . 3) THE LIGHTING ALONG PATH OF TRAVEL SHOULD BE ADDED TO EMERGENCY LIGHTING SYSTEM INCLUDING EXTERIOR LIGHT AT BASEMENT LEVEL. (SEE PLAN) 4) EACH DOOR ALONG PATH OF TRAVEL IS TO RECEIVE A PLASTIC ENGRAVED SIGN STATING ROOM NAME. THIS SIGN IS TO BE MOUNTED AT EYE-LEVEL. TO INCLUDE DOORS 013, 012, 01 1, 009, 004, AND 002. r ATTACHED IS THE PLAN TO REFERENCE. THIS INFORMATION HAS BEEN ISSUED TO DARRYL VOLINSKI- RIPC, KEN WRIGHT-WRIGHT AND COMPANY, AND TOM STEWART-WRIGHT AND COMPANY. PLEASE CALL WITHANY QUESTIONS OR COMMENTS. I WILL BE OUT OF THE OFFICE BUT WILL CHECK MY MESSAGES THROUGH WEDNESDAY, MAY 12. THANK YOU. -RUSSELL 3701 TRAVIS STREET HOUSTON TEXAS 77002 TEL 713-942-7251 FAX 713-942-7252 -1 F-1 MECHANICAL 016 ---------------------------- 0 O r -------------------------------------- ----------------------------------------------o0 --- ' II PLAYROOM/BILLIARD TA 014 AL CO ATION ROOM 015 = —'- 012 COLD SSTTORAGE LALTN 9006 STRING OF ROO °s, r .�°^^,�^ HALL w J 1 RECESSED 006B =Q LIGHTING TO °. �•s. " I� DRY S RA% "`'= BE ADDED TO 00 EMERGENCY LIGHT SYSTEM 1 LIN �I' OSET 0 HALL S LL HAL C09,06 #1: ADD (3) EXIT SIGNS #2: REMOVE TWO ABOVE 016. ADJACENT TO 010. DOORS (003 AND 010) STAIl2HALL AND ADJACENT TO 003. ALONG WITH THEIR G0 A05""-s p O = STOPS. SADDLES. AND EXIT SIGN HINGES. Tp� i.. .............. k 19\ EAST EX 1 SAUNA S RIII�C S4IIT I G0\ Ol 018 e � FOYER L I_ / \ a-4 �11 SPA 017 ELECTRICAL 003 RENOVATIONS AND ADDITIONS to LANE HOUSE,SOUTHOLD,N.Y. DRAWING TITLE Basement Plan for Work Orders 131, 132,and 133 DATE CURTIS&WINDHAM scnca May 10,1999 ARCHITECTS 4910TRAVIS STREET SHEET NO HOUSTON,TEXAS 77002 SK-169 R O B I N S I S L A N D P R E S E R V E F I R S T A V E & J A C K S O N S T . N E W S U F F O L K N E W Y O R K MEMORANDUM DATE: 5/28/97 TO: Gary Fish FROM: Oak Gentry RE: ORIGINAL COPY- Robins Island Sanitary Waste Disposal System Design and SCDHS "stamped approval' - Reference# R-10-95-140. Gary, Following, is a complete original set of the Robins Island sanitary system design, approved by the-Suffolk County Department of Health Services (dated: 5/5/96, HS ref. # R-10-95-140). This "approval for construction" set is inclusive of all sanitary systems for current and rproposed construction projects (Lane Lodge! The Barn, Mackay Cottage, Farm Compound/Central Plant, Boat House, etc.). If you have any questions or would like to discuss, feel free to call. Thank You, Oak Gentry Project Manager Robins Island Property of LOUIS. MOORE BACON 'SOUTHOLD, NEW YORK Sanitary Waste Disposal System- Design _ 1 C7 r j n SUMX MUM NPART W OF HKTH SERVICES ' FOR APP U&OW,COMMGMN OF - SNW FAMLY RESIDENCE MY - MAY 0 81996 R-%()- r�;44.1 ._. DATE HS REF. N®.._.��,,. • . APPR.OV VMS YEARS FMM ATE Cl:APPROVAL November 29, 1995 John J. Raynor, P.E. & L.S., P.C. P.O. BOX 720 PHONE: (516) 726-7600 WATER MILL, NY 11976 FAX: (516) 726-4378 2 Lane Lodge (Map Area "R" See Test Hole No. 2 Recommended Sanitary System: Septic Tank: 51000 gallons (Double tank, ea. chamber 10' diameter by 6' height) Leaching Pool: 2,500 g.p.d. _ 1.5= 1,667 s.f. -25 s.f./v.f. =67 v.f. Use 5 pools, each 8' diameter by 14 v.f. Grease Trap: 10' o by 5' liquid depth grease trap is recommended Basis for Sanitary System Design: Building Uses: 6 Bedroom Suites for Primary Periodic Guest Quarters, Shooting Sports Hospitality Center including Full Professional Kitchen, Laundry Facility and a Spa with.Hydro tub, Sauna and Steam Bath. Building Size: 3rd Floor: 1,500 s.f. 2nd Floor: 2,000 s.f. Ground Floor: 4.000 s.f. Total: 7,500 s.f. Note: A basement(1,500 s.f.) and a mechanical building(2,000 s.f.)are associated with this bldg, however, they have not been factored into this sanitary system design. Sanitary Design Flow: Use "Spa" coefficient of 0.30 for bldg. 7,500 s.f. x 0.30 g.p.d. = 12,250 g.p.d. Additional for Laundry: 5 loads day @50 gal.per load= 250 . Total: 2,500 g.p.d. 2,500 g.p.d. x 2 days flow= 5,000 gallons. John J. Raynor, P.E., L.S., p.c. Robins Island PROPERTY OF LOUIS MOORE BACON SOUTHOLD, NEW YORK Sanitary Design November 29, 1995 Listed below are sanitary waste disposal system components proposed for installation for the main buildings in this project. The results of test hole borings and computations showing the basis for the sanitary system design are also included. The building.sizes and uses have been supplied by the architect, and are referenced to the map entitled, "Robins- Island - Proposed Plan", dated, November 6, 1995, also prepared by the architect. Boat House (Map Area "A"): See Test Hole No. 1 Recommended Sanitar ry S-ystem: Use a 900 gallon septic tank and 2 san. leaching pools, ea. 8" 0 by 6 v.f. deep. (which is the minimum system that can be approved by the S.C.D.H.S.) Note: Groundwater was encountered in the test hole approximately 15.8 feet below the surface. Using leaching pools with an effective depth of 6 v.f. should provide adequate clearance from groundwater and enough room to develop sufficient slope to provide adequate pipe velocity. Basis for Sanitary System Design: Building Uses: Short-term Staging of Material for Transit, Storage of Small Boats and Marine Equipment, Boat Captain and Security Station, Sail Loft, Covered Parking Area, Lounge and Restroom. Building Size: 1st Floor: 6,750 s.f. Loft or Mezzanine: 2,000 s.f. Total: 8,750 s.f. Sanitary Design Flow: 8,750 s.f. x 0.04 g.p.d. = 350 g.p.d. 350 g.p.d.x 2 days flow= 700 gallons 2 Lane Lodge (Map Area "B"): See Test Hole No. 2 Recommended Sanitary System: Septic Tank: 5,000 gallons (Double tank, ea. chamber 10' diameter by 6' height) Leaching Pool: 2,500 g.p.d. - 1.5= 1,667 s.f. _25 s.f./v.f. =67 v.f. Use 5 pools, each 8' diameter by 14 v.f. Grease Trap: 10' o by 5' liquid depth grease trap is recommended Basis for Sanitary System Design: Building Uses: 6 Bedroom Suites for Primary Periodic Guest Quarters, Shooting Sports Hospitality Center including Full Professional Kitchen, Laundry Facility and a Spa with Hydro tub, Sauna and Steam Bath. Building Size: 3rd Floor: 1,500 s.f. 2nd Floor: 2,000 s.f. Ground Floor: 4.000 s.f. Total: 7,500 s.f. Note: A basement(1,500 s.f.) and a mechanical building(2,000 s.f.)are associated with this bldg, however, they have not been factored into this sanitary system design. Sanitary Design Flow: Use "Spa" coefficient of 0.30 for bldg. 7,500 s.f. x 0.30 g.p.d. = 2,250 g.p.d. Additional for Laundry: 5 loads day @50 gal. per load= 250 . Total: 2,500 g.p.d. 2,500 g.p.d. x 2 days flow= 5,000 gallons. John J. [Raynor, P.E., L.S., p.c. 3 MacKay Cottage (Map Area "B"): See.Test Hole No. 3 Recommended Sanitary S stem: Septic tank. 1,500 gallons (8' diameter by 6' height) Leaching Pool: 650 g.p.d. = 1.5=433 s.f. r 25 s.f./v.f. = 18 v.f. Use 2 pools, each 8' diameter by 9 v.f. Grease Trap: 8' o by 5' liquid depth grease trap is recommended Basis for Sanitary System Design: Building Uses: Periodic Overnight Accommodations for 4-6 persons, Daytime Social Space, Shooting Sports Hospitality Center including Service Kitchen, Laundry Facility, Garage and.Storage areas. Building Size: 2nd Floor: 2,000 s.f. Ground Floor: 2.500 s.f. Total: 4,500 s:f. Note: A basement(1,400 s.f.) and a garage(900 s.f.)are associated with this Bldg, however, they have not been factored into this sanitary system design. Sanitary Design Flow: Assume 3 bedrooms for accommodations (1/2 of min.system)= 450 g.p.d. Additional for Laundry: 4 loads/day @ 50 gal. per load= 200 g.p.d. Total: 650 g.p.d. 650 g.p.d. x 2 days flow= 1,300 gallons. John J. Raynor, P.E., L .S., P.C. 4 Recreation Building or Sports Barn (Map Area °c° See Test Hole No. 4 Recommended Sanitary System Septic tank: 4,500 gallons (12' diameter by 7' height) Leaching Pool: 1,650 g.p.d. 1.5= 1,100 s.f. =25 s.f./v.f. =44 v.f. Use 4 pools, each 8' diameter by 11 v.f. Grease Trap : 10' o by 5' liquid depth grease trap is recommended Basis for Sanitary System Design: Building Uses: Various recreational uses including,Tennis (Indoor and Outdoor Courts), Squash court, Firearms Shooting Range,Archery Range, Lounge and Snack Bar,2 Locker Rooms w/Steam Baths, Laundry Facility,.Storage areas. Building Size: 2nd Floor: 12,000 s.f. Ground Floor: 12.000 s.f. Total: 24,000 s.f. Note: Porches and Terraces (4,000 s.Q are associated with this bldg,however, they have not been factored into this sanitary system design. Sanitary Design Flow: Locker Room & Kitchen: 1,500 s.f.x 0.30 g.p.d. = 450 g.p.d. Balance of building: 22,500 s.f. x 0.04 g.p.d. = 900 g.p.d. Additional for Laundry: 6 loads/day @ 50 gal. per load= 300 g.p.d. Total: 1,650 g.p.d. 1,650 g.p.d. x 2 days flow=3,300 gallons. John J. Raynor, P.E., L.S., p.c. 5 Barn and Paddock (Map Area "C°) See Test Holes No. 5 and 5-A Recommended Sanitary System• Septic tank. 4,500 gallons (12' diameter by 7' height) Leaching Pool: 1,737g.p.d. -= 1.5= 1,158 s.f. =25s.f./v.f. 47v.f. Use 4 pools, each 8' diameter by 12 v.f. Basis for Sanitary System Design: Building Uses: Game Keeper's Operations,2 Staff Rooms w/baths, Laundry Facility, Horse Wash Stall, 4 stalls for horses,Tack Room, Feed Room, Feed Storage, Hay Loft, Garage, Larder, Coolers, Storage. Building Size: North Wing: 3,210 s.f. (2 story) East Wing: 1,500 s.f. (2 story) South Wing: 4,500 s.f. (2 story) Total: 9,210 s.f. Note: Assume 9,210 s.f on each of 2 stories fora total of 18,420 s.f. Bird Coops are also associated with this bldg, however, they have not been factored into this sanitary system design. Sanitary Design Flow: 2 Staff Rooms : Two Family Equivalent 600 g.p.d. Horse Washing: 50 gal/horse/4 horses = 200 g.p.d. Additional for Laundry: 50 gal. per load,6 loads/day = 300 g.p.d. Total: 1,100 g.p.d. Estimate sum of above areas=2,500 s.f. Balance of barn: 15,920 s.f. x 0.04 g.p.d.= 637 g.p.d. Total Flow: 1,737 g.p.d. 1,737 g.p.d. x 2 days flow=3,474 gallons. Caretaker's Residence (Map Area Mn-: See Test Hole No. 5 Recommended Sanitary System: Use 900 gallon septic tank and 12 y.f. of 8' diameter sanitary leaching rings. (which is the minimum system that can be approved by the S.C.D.H.S.) Basis for Sanitary System Design: Sanitary Design Flow: 1 Family Equivalent= 300 g.p.d. John J. Raynor, P.E., L .S., p.c. 6 Farm Quadrangle (Map Area "C" See Test Hole No. 6 (vicinity of West system) Recommended Sanitary System: East system (450 gal. or approx. 20% of design flow) Use 900 gallon septic tank and 12 v.f. of 8' diameter sanitary leaching rings. (which is the minimum system that can be approved by the S.C.D.H.S.) West system: (1,620 gal. or approx. 80% of design flow) Septic tank. 4,500 gallons (12' diameter by 7' height) Leaching Pool: 1,630 g.p.d..= 1.5= 1,087 s.f. =25 s.f./v.f. =44 v.f. Use 4 pools, each 8' diameter by 11 v.f. Basis for Sanitary System Design: Building Uses: Maintenance Shops, Periodic Agricultural Staff Quarters, Estate Management Offices and Building Systems Monitor Center, Farm, Forestry and Firefighting Equipment, Storage areas. Building Size: 2nd Floor: 7,000 -8,000 s.f. (Caretaker&Staff Quarters) 1st Floor: 20.000-22.000 s.f. (Mixed Uses) Total: 27,000-30,000 s.f. Note: A 5,000-7,000 s.f. basement is associated with this bldg., however, it has not been factored into this sanitary system design. Sanitary Design Flow: 8,000 s.f. (living quarters) 4 family equivalent 1,200 g.p.d. 22,000 s.f. general area: 22,000 s.f. x 0.04 g.p.d. 880 g.p.d. Total: 2,080 g.p.d. Use standard 450 g.p.d. system for east system. 2,080 g.p.d. - 450 g.p.d. = 1,630 g.p.d for west system 1,630 g.p.d. x 2 days flow=3,260 gallons. John J. Raynor, P.E., L.S., p.c. 7 l Family Vacation Home: (Map Area ;!r): See Test Hole No. 9 Recommended Sanitar-r System: Septic Tank: 4,500 gallons (12' diameter by 7' height) Leaching Pool: 1,700 g.p.d. _ 1.5= 1,133 s.f. ?-25 s.f./v.f. =46 v.f. Use 4 pools, each 8' diameter by 12 v.f. Basis for Sanitary System Design: Building Uses: 8 Bedroom Family Vacation Home. Main Building Size: 3rd Floor: 1,500 s.f. 2nd Floor: 5,000 s.f. 1 st Floor: 7.500 s.f. Total: 15,000 s.f. Note: A 1,500 s.f. basement is also associated with this bldg, however, it has not been factored into this sanitary system design. Sanitary Design Flow: 8 Bedrooms: 1st 3 rooms @ 450 g.p.d. +5 addnl. rooms @ 250 g.p.d. = 1,700 g.p.d. 1,700 g.p.d. x 2 days flow=3,400 gallons. Staff Quarters and Pool House (Map Ar 'k!l_ See Test Holes No. 7 & 8 Recommended Sanitary System: Use 900 gallon septic tank and 12 v.f. of 8' diameter sanitary leaching rings. (which is the minimum system that can be approved by the S.C.D.H.S.) Basis for Sanitary System Design: Staff Quarters Bldg. Area: 2nd Floor: 2,000 s.f. Sanitary Design Flow: 1 Family Equivalent= 300 g.p.d. Pool House use is minimal John J. Raynor, P.E., L.S., P.C.. TEST HOLE NO. 1 TEST HOLE NO. 2 TEST HOLE NO. 3 TEST HOLE NO. 4 TEST HOLE NO. 5- CLAY, 0. BROWN SAND 0' TOPSOIL 0' LOAM 0' TOPSOIL SOME —1.5' —0.5' —0.5' —0.5' SAND WHITE SAND DARK YELLOW 2' WHITE SAND, 2' YELLOW SAND, SOME YELLOW BROWN SOME STONES GRAVEL SAND, SOME SAND q' SAND — 3 YELLOW SAND, STONES 8 WHITE SAND, WHITE SAND, 7' SOME GRAVEL — 6' — 6' SOME 6' 15.8' BROWN SAND, FEW STONES FEW STONES LIGHT_ YELLOW 9, BROWN SAND BROWN SA D SAND WHITE SAND & CLAY _ 9. R —10, YELLOW 10' WHITE SAND, 10' YELLOW SAND SAND & YELLOW SAND, FEW STONES BROWN SAND & GRAVEL STONES SOME — 12' — 15, WHITE SAND _ WHITE SAND WHITE SAND 14' 12' — 14' WHITE SAND, YELLOW SAND & GRAVEL FEW STONES — 16' — 16' —18' —18 GROUND WHITE SAND YELLOW 4VA7ER WHITE & GRAVEL SAND, WHITE SAND, WHITE SAND — 19, SOME SOME SAND SAND, GRAVEL GRAVEL 20' SOME CLAY _ 20' _ 20, —20' —20' TEST HOLE NO. 5-A TEST HOLE NO. 6 TEST HOLE NO. 7 TEST -HOLE NO. 8 TEST HOLE NO. 9 SANDY 0' — — 0' — LOAM SANDY 0� SANDY 0� _SANDY — 0' TOPSOIL 0.51 TOPSOIL TOPSOIL TOPSOIL 0.5' _ 0.5' —0.5' —0.5' YELLOW DARK LOAM SANDY LOAM SAND — SAND W — 2, 2' — 3' LOAM _ '3 SANDY SANDY CLAY, ORANGE , 3' YELLOW CLAY SOME ROCK _ SAND 5' SAND & FINE SAND, 4' SANDY CLAY 4' ORANGE- SAND 5' YELLOW SOME TRACE CLAY FINE SAND, 5' LARGE GRAVE SAND & GRAVEL — 6' TRACE CLAY 6' ORANGE SAND SOME _11, FINE SAND — 6' SOME CLAY _ GRAVEL WHITE SAND _ — 8. FINE SAND, SAND,FINE 61 — 12' WHITE SAND, 12' FINE SAND, SMALL GRAVEL TRACE CLAY WHITE SAND, SOME STONES TRACE CLAY —13' 6' FINE SAND, — 10' SOME STONES FINE SAND SANDY CLAY SOME CLAY WHITE — 14' 12'WHITE —14' FINE SAND, 14' LOAM SAND, — 12' SAND SAND TRACE CLAY 15, TRACE CLAY FINE SAND, —14' SOME GRAVEL —16' —16' LOAM TRACE CLAY _ — 13' 16' COARSE SAND WHITE WHITE 17' SAND, — 14' FINE SAND, SAND & SAND & COARSE TRACE CLAY _18, SOME GRAVEL FEW STONES FEW STONES SAND FINE SAND — 18, —20' _20- _ 20' �0, COARSE SAND —20, XJohn J. Raynor, P.E. & L.S., P.C. PREpARED: NOVEMBER 16, 1995 FROM Deerfield Green P.O.Box720 TEST HOLES DUG: OCTOBER 3 & 4, 1995 Montauk Highway Water Mill,New York 11976 SUFFOIX COWY DEPARTMENT OF HEAUN SOWIM KEY FEATURES AL 0 A. Island Access Area F RESIDENCE`Oi�N. 1 /I A.1 Pier, Docks and Landing Craft Slip DAY -, Y ^ -��1_ I s�O (not shown) i11A iMMA7 V� � A.2 Boat House r-3 na B. Hunting Lodge Complex 9.1 Lane Lodge B.1.1 Garage b - o 1 6 8.1.2 Mechanical Services Building L� s t d 1-p R IAA P VM r.. Q P` E P A R RT B.2 Mackay Cottage � �NA'TEh S'�tppc s� aC��a IS cSA� - 8.2.1 Garage e� 1 3.3 Ice House A.2 I F� ` Re • B.4 Windmill (Water Pump) NOTES: ---------------- \ 1. THE DESIGN OF THE SANITARY SYSTEM WAS COMPLETED BY \ JOHN J. RAYNOR, P.E. do L.S., P.C. 2. THE DESIGN OF THE POTABLE SYSTEM WAS COMPLETED BY LBG ENGINEERING SERVICES, P.C. (� 3. TOPOGRAPHY IS DERIVED FROM SURVEY DATA SUPPLIED BY JOHN J. RAYNOR, \ 'n LICENSED SURVEYOR NO. 49318, PREPARED DECEMBER 12, 1994 FROM t/ FIELD WORK COMPLETED OCTOBER 14, 1994. ?z LEGEND: I E.::'•::.:: MANMADE A DE FRESHWATER SHWAT ER POND S (NEW) )ti• :`µFTI r_ EETISn Wnr TFi i- O BUILDING l I " I rfE r 4;E - (STING - n'ri - WATER WELL EX EU`t�-,.:�sd ik� WATER WELL PROPOSED _ TEST HOLE I" 3 i L.d -- --- """ "" ""' ----- SUBSURFACE SANITARY SYSTEM 8.2 UNDERGROUND POWER AND COMMUNICATIONS1.;; ........ ....... .... ti -- -- UNDERGROUND POTABLE WATER SUPPLY ......... ...... LEACHING POOL Y0 F"K is;'v,ssi.i1`1LAW' SEPTIC TANK B. .1 :x::::'rr:.:::::::::- B.� O GREASE TRAP 5 ty``t• & v C 0 1 T_ a E (/I S d I � �1.1.".'.*.11111111 l�• h P. a 0/ / 10 0 1 r- i 2 P 92 - f y. h' P SCALE IN FEETa /r t »Y r !tom B y • ' B. o ROBINS ISLAND 1 SOUTHOLD, NEW YORK CID O SANITARY AND POTABLE SYSTEMS LAYOUT DATE REVISED PREPARED BY. Cl) ! LBG ENGINEERING SERVICES, P.C. Professional Environmental and Civil Engineers \ 126 Monroe Turnpike Trumbull, CT 06611 (203) 452-3110 DATE: 11 28195 1 FIGURE: 1 6 ------------------------ SUF164TH SERVIUMS 5 4 VMM OF FCPONLY 4 MAY lV-Q S- I'f 0 t ° (0 0 • l I -l�:a APP ....r.r _ . .. D. S a1 .-. H IP novA,- or-SC-pAnAIr --!I - 6� W Y..K^ u�r` Car_ (�1S eta L SyST'-pr- CD- —♦ VES 1 6 O�.TS `� —�.-; 1 � N •n • C.l 'l♦ _fit\ "!TISA 1;0LAT!()N.1 FARTlC1.E i 6 ® e 1$f CF-111!E i',j `"?'iHK,_vsr"->.TE a C.4 Ln E DU .AAT.!0*J aV4' ( X4Y PEF I ( � 5��A�i 4CARL 9f rO,p w 1fi.NDSIji-1VEVT!R OR SEGIION oar, � `� I E m c.9 :.t: ;�:. E 6 m E_ 0 100 1 E m ............... ............. ...... . m 7 SCALE IN FEET LEGEND: KEY FEATURES doafth LEACHING POOL ROBINS ISLAND C. Farm Center MANMADE FRESHWATER PONDS (NEW) �� , SEPTIC TANK C.1 Recreation Building O BUILDING O GREASE TRAP S 0 UTH 0 LD, NEW Y 0 RK C.2 Tennis Court (not shown) .E WATER WELL — EXISTING C.3 Sporting Clay Masts (not shown) P WATER WELL — PROPOSED NOTES: SANITARY AND POTABLE SYSTEMS LAYOUT ` C.4 Agriculture/Maintenance Compound C.4.1 Workshop 3 TEST HOLE 1. THE DESIGN OF THE SANITARY SYSTEM WAS COMPLETED BY DATE ; REVISED PREPARED BY: JOHN % RAYNOR, P.E. & L.S., P.C. C.5 Gamekeeper/Equestrian Bam _------_ SUBSURFACE SANITARY SYSTEM LBG ENGINEERING SERVICES, P.C. C.6 Dog Kennels 2. THE D SIGN OF THE POTABLE SYSTEM WAS COIdPL=-D BY LBG ENGINEERING Professional Environmental and Civil Engineers UNDERGROUND POWER AND COMMUNICATIONS SERVICES. P.C. C.7 Caretaker cottage 126 Monroe Turnpike C.8 Windmill/Telecommunications/Irrigation Water Storage — — — UNDERGROUND POTABLE WATER SUPPLY 3. TOPOGP.APHY IS DERIVED FROM SURVEY DATA SUPPLIED BY JOHN J. RAYNOR, Trumbull, CT 06611 LICENSED SURVEYOR NO. 49318, PREPARED DECEMBER 12, 1994 FROM (203) 452-3110 C.9 Fire Protection Cistern FIELD WORK COMPLETED OCTOBER 14, 1994. I DATE: 12111 91 1 FIGURE: 2 SUFFouc COUNTY DEPARTMENT'OF HEA IN SERVW v KEY FEATURES p Y D. Family Area � •:_ . n "_ 10 - �h P D.1 Family Vacation Home f� P D.2 Pool �p 0.3 Pool Cabana �` f� 50 D.4 Garage with Staff Quarters r�Y „�, S C-T ME A. �rt ✓.a F top '� p,-� S pp � °�- S wa 0, SV Gr< s 7-4- 1. THE DESIGN OF THE SANITARY& LS.. SYSTEM WAS COMPLETED BY 'p -� � JOHN J. RAYNOR, P.E. do LS., P.C. f�� � / 2. THE DESIGN OF THE POTABLE SYSTEM WAS COMPLETED BY LBG ENGINEERING / SERVICES, P.C. 3. TOPOGRAPHY IS DERIVED FROM SURVEY DATA SUPPLIED BY JOHN J. RAYNOR, LICENSED SURVEYOR NO. 49318, PREPARED DECEMBER 12, 1994 FROM FIELD WORK COMPLETED OCTOBER 14, 1994. LEGEND: MANMADE FRESHWATER PONDS (NEW) v, 4 BUILDING 4 E WATER WELL — EXISTING co .P WATER WELL — PROPOSED "IT IS 4 2 3 TEST HOLE RTICLE 130 �J F`TOE J Elt' 'G'RON OF A STATE AAAAynnn / -——————- SUBSURFACE SANITARY SYSTEM EDUCATION LAt;:` FOR ANY U1I / UNDERGROUND POWER AND COMMUNICATIONS PERSON `T01 Al-PER 7 'THIS UNDERGROUND POTABLE WATER SUPPLY y- t,;;rr,r• iI- 8 DU i T I V \ • LEACHING POOLLl?Jcl�r I?;�'`t l-i; =+ Y I?�''i BY `\ SEPTIC TANK 7 / 3 O GREASE TRAP INACC,CRDAN<CEWITHSECTION m m 6 YORK S ATE EDU64i1ON LAW" `o / / 1 � ♦ 3� ��-�E�F Nc!��Y 5�Ptih,<.4HL gf-��q�r 0 100 `°� QiP 24 1 << �•` /// RCrcSS10���' / SCALE IN FEET I " o ROBINS ISLAND SOUTHOLD, NEW YORK SANITARY AND POTABLE SYSTEMS LAYOUT DATE REVISED 1PREPARED BY. LBG ENGINEERING SERVICES, P.C. Professional Environmental and Civil Engineers 126 Monroe Turnpike Trumbull, CT 06611 (203) 452-3110 DATE: 12/11/91 1 FIGURE: 3 f�FL m © FO I © © FO CF, © F o Q NF�MgC © FO SL P'3 ALL © �/OL • D') I TRIBUTI/PES FRp � G7 1DCACH/G TANK T 4% ARE 4..POOLS O SLP2 O o O O O O \ N G SNOW NCE SLP4 SLP S 1 © � © O S�( h (P5 ©- S 3p• 49 DP pVC S7-2 LENT O m k; ST1 _- Qlv Ttv 2y.-7 e SLP6 _�- - _ A 6:,' OF DRAT' . ��. O 3Q 9 S sr D. -r D - � e L' ° ' I t 32.1 ° 32,, ° J7 o LANE HOUSE '4".STE L A ' 710' ' 0.9' .10.9'- I _ Gr2 _ O 7.6' rn 11.0' o, N 7.3•0 (DGT1 A . OFEEL. 32.8 a D 6.7 "LANE HOUSE" 3.0' 0 \ 1.5 (2 112 STORY FRAME) O � � N lT 3.7• \ O 6.5, w 16.4' •:11.3.`O 15.2' O \ O 1.7 1.4' ROOF OVER OJ MASONRY PORCH �, m ITT , CON PET WALL. (FLU H) D 0.3' 0.3' 0.3' m 7.4 �O 37• rn rn 0.3.E O \ 16.7' ° ° '� 17.4' 31• ...../// O C ° p D p - zZ w 6„ R AI to w Z U� OLLI 317 j Z 31.7 W O I V) m 7s,• Z 3 No O 0 Z N 7g6 0) •6. sp 'A• LOCATION MAP T T O N.T.S. F O �11 O O OI A w L� I V -- � A U r---1 Q] C ca (D NOTE: THIS DRAWING CONTAINS PROPRIETARY COPYRIGHTED MATERIAL OWNED BY SOFTOESK, INC. LEGEND REVISIONS U U _ .... ro EDGE OF PAVEMENT - `;+ o BARRETT CONsu_TM S m E ELECTRIC LINE SUFJFOIiiT CNDI♦-TrY D.nEPeARTt+>4EY�N.rT hT-"i;.`AT f,'::;'.r',:i:S •B•{�`O}�NAC CJ/��II LW MAVEYORs �P C"Y`.��F�'laL��l�L vT �J 4.f f.h S��r'ij i. ..•4 r1.�e 1, HYMAN & S T TELEPHONE LINE A St :GD}A?"3lil'F 5", vw WE ETE CD TEL 616/435-1111 D DRAINAGE LINE / na;.f �. .Fi.S.P.�,`.No. �1. �� � • • FAX 518 435-1022 m TIES ARE BASED UPON NEW CONSTRUCTION OF THE LANE HOUSE. W WATER MAIN Tht- eizposnl rnd w.^,!cr su~^±v t�;rilitie':m 1;1!T" (s1:;at10 6aVt Ixep Barrett, Bonacci, Hyman & VanWeele, P.C. CO S SANITARY LINE inspect:,^nc'/cr r,�r �c�C:y+." G!'�:f't„�.. �t1 r ,+:t c' �cicg> 1Q tovnd t4 m QS STRUCTURE - SANITARY Ory FOR 2 '.'v'.IJ 7"n 175 A Commerce Drive, Hauppauge, New York 11788 CD "LANE HOUSE' SANITARY SYSTEM besat;s;ac" ill _•. © 1998 B.B.H.V., P.C. STRUCTURE TYPE •' 11 •� f :� _ eyHflaotiar,Indicated he eon,Igni y thal this,arvey ao A B RIM © STRUCTURE - TELEPHONE Sti':1^n!!.•GDMz.P,!?. Chief a o,ed In aaaardanpe with the e.l,l;q Code P,acfre PROPERTY Ln y V Land Surveys adopted by the New Yol4 Stale 4„ocatnn GT1 GREASE TRAP 37.7 77.8 28.3' OfIicr.i f'Wat: a I W a r ^ as,-v tct•Marag=cnt 0Professional Lord Survey bfi Surveyors. Said C,, ,m-,hal' Nr only to the person for wham I s„n,.y.a,a,roa•ed. SITUATE QD STRUCTURE - DRAINAGE i and on his behalf.to the htle company.ga,•mmcnni GT2 GREASE TRAP 43.3' 82.7' 28.3' agency old lending Institat;.listed„e,ean.,,,d to assignees of the lending i" nsfon Cs,s,hnns a,e ROBINS ISLAND °D ST1 SEPTIC TANK 45.8' 95.4' 28,4' ® DRAINAGE INLET / STRUCTURE' _ not trarsfef the to oding ic, I,ttltat,nr,ry sua,eaaa,, owners. e ST2 SEPTIC TANK 55.7' 104.0' 28.2 WATER WELL UaathariTed oIt, h- add-In In o O a b,,n,,d Ia,A sI•:eyr•'s ,,,�s a v,olNron of sect"' TOWN OF SOUTHOLD DP DISTRIBUTION POOL 84' 129.6' 25.8' 72DB,sub-divis,on 2.of the Nee Yost S,,•e Ld ran Lo. SUFFOLK COUNTY, N.Y. -0-0- SNOW FENCE ;apies bn•n goal of Ihs,wvey oat mark,.": SLP1 8'0 LEACHING POOL 75.7' 126.7' 25.8' dh an a,,,;nnl I„land sarvevd,.mhos, seal shall SHEET TW 5 7.5 at be'0-qw rd to oe o 1-and I'd c y of the survey CD SLP2 8'0 LEACHING POOL 89.4' 139.7' 24.7' ew 32.05 TOP/BOTTOM OF WALL RECORD � SLP3 8'0 LEACHING POOL 105.4' 156.6' 24.5' + 55.4 SPOT ELEVATION � DRAWING of C\jP4 8 LEACHING POOL 97.1' 142.9' 24.7' ALrRAna�n��uYCEPrer CNJ Ln UCEv;E:7 Fo,FCS`.f)tJAL LAND SURt2YGR LN CD SLPS 8'4� LEACHING POOL 109.0' 149.9' 24.7' SLATE AroRoANcrWPlcrrnoNrznsorNrt Lo SLP6 8'0 LEACHING POOL 91.6' 129.8' 26.0' ((Y1CAP'7N LAW,IS ILILGAL THE OFFSETS OR DIMENSIONS SHOWN FROM 71nE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND SLR\CYED P' DRq'A BY CHECKED BY THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, AL-T,Or- Tn DATE SCALE �,��_„iF�t ,J,_ Z BL/ILDIN(:S AND AN✓f)Prr-R fO/151Rl/C Ti(JN. SIINSLIRFACr CONDITIONS NOT SIION4J PATIOS, WAIFS, PAV/O ARIAS 1! AlIY N()T 'iI IY,LVII JC Urlll•,, fN'I-Al Hill, Tosamnnly. Right - f-way of Rernrd. It any, not wnawn. AM MR JUNE 9, 1998 1"- 30 960522 k I � I I General Notes 1.-All Sprinkler heads to be 165 deg. F. unless otherwise noted. 2.-There are no unprotected concealed or blind spaces. IL 3.- Entire building to be properly heated, in all areas protected by wet systems. 4.- Building and irs contents to be classified as Residential NFPA 13R 5.- Pipe to be plastic CPVC or equal. I Area protected by Sidewail 6.-Al fittings to be ASTM-53, CPvc plastic Head at Third Floor 1 V2'Control Valve with threaded connections to sprinklers, ' $led as r Mn . !� 'l`g recommendaations. To Domestic Water (Size o�c 7.-Al hangers to be installed in accordance 1 V2"by-pass with control valve(NC) with NFPA# 13R, and to be of a type as approved by NFPA# 13R For the use. 1 1/2" To Fre! rZftler Heads L;p to i hird Floor _ N Dd?WYl to Fil'�t Flo l--Up tO Head at a=—Mcl F,00r I r � � I + ;� '_ E!ectr�c�e!!c ay c ire �.^rm.L o tNF Down to , 3 > c�= --1" Dcwn to Fiat Floor Ceiling orthru the Alarm Panei� i Bay=CM FI. Up to f I. 9.-All equipment used shall be listed for 1 the intended a®Qiiccation. 10.-Systems ms shall be j / 3 /4'Drain Valve with ho-corm. i Y Hydrostatical Y y tested 1 1/2"Strainer :a-�0 psi tr a pet Ica zvf no ;ess than M � C"/,( Water Pre--on. hours .Gage , and be witnessed by Owner, T 112-WatcrrL-w cvvitch or his representative and the IAHJ 11•-COPY Of rCrtM=e3 Material and Test Certificate shall be submitted to the ANJ iF 1112'ControlValve with tanperswitch and Cwnef3 or ift representatives. or b&=: in the open position II Water Supply Data: Avg. 50 gpm FiRST FLDOR STAIRWELL SECOND FLOOR LOOR STAIRWELL Avg. 40 to 00 psi. ! � -------------- I I j i I I I i I I i i 1/4^Main to run at Attic Level Branches to run at ievei of the ceding Joists — — — — °- — a —°—a'— -- — — — — — — — — — — — — — — — — — — — — — —'I — — — — d ° Roof Ridge Line a a ° I 1 , o a a T 1 r 1 7/4" d ° i , i 1/4" 1 '/41 a 1/4"i . 1 1 4" / � d °. ° d - _ 1 1/d" 1/4" i/4" 1 1/4" )-- a s d a I _ a 4 U ° 1^ 1 : �!'t:f$ttCSG.^t7ri�Tty ' ar.,1�7 I I L a O d a No. Revision/Issue Date i d � ° d i ' I ` Punt Name and addm, T T i w i I r i T ,• �i r M & SYMBOLS E��ELSIOR P � �� CORP. _1E Down to 26 Riverhead Road Se,,,^nd Poor Westhampton Beach, NY 11978 f _ _ _ j �pn9ht�r�d<ler Head — — — ` Roof Ridge Line TeL• r5161226- !43 r^a= {516) g8-0902 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - PendarttSprnklerHead i i 1C' ; © NiPPP UP 4rirler t-�ad(C,andle5tick) �.J d ° rr'1 �� 1'endarrt Sri kler Head With Neat Meld and W rdFmied Nme,nd Addrm Vertical Sidewall 4rinwer Head LANE HOUSE ® Horizontal Sidewal 4rinlcler Head Third Floor ------ Existing Spft&System ppe Robbins Island — N,/ep c_ ter Pipe Southold, NY o Fxistrlg Flmc priftrFinad or l'Drop Piece ® Rjen up Pipe Dn" By Pipe Down Feed E�1A 17rawingNvmba FPS ]FI-TIRD FLOODLEVEL0 I-�rdrauticCa�ulatictl Kef.Node(Giharging November) 17th 1997 s� 0017d Hydraulic Calealaticn Ref Node(1`bn-di�har9in9) 1/4" = 11,-0" I l