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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-26227 Date: 01/22/98 THIS CERTIFIES that the building NEW DWELLING Location of Property: 700 TOWN CREEK LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 1 Lot 14.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 7, 1997 pursuant to which Building Permit No. 24076-Z dated APRIL 28, 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 ONE FAMILY DWELLING WITH COVERED PORCHES AS APPLIED FOR. The certificate is issued to ROBERT & AMY GAMMON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-96-0063 02/05/98 ELECTRICAL CERTIFICATE NO. N 441304 12/23/97 PLUMBERS CERTIFICATION DATED 03/10/98 PECONIC PLUMBING & HEAT. Building Inspe or Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-26228 Date: 01/22/98 THIS CERTIFIES that the building ACCESSORY Location of Property: 700 TOWN CREEK LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 1 Lot 14.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 7, 1997 pursuant to which Building Permit No. 24076-Z dated APRIL 28, 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 ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ROBERT & AMY GAMMON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 441304 12/23/97 PLUMBERS CERTIFICATION DATED N/A Building I pector Rev. 1/81 >a rows NO. s ' 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) M 24076 Z Date ..... 6� .................. 191 Permission is hereby granted to: ..�... . . ........an .............................. Q... . .. . ......... .&.Y?...&.� . ..... � .. ..... .... •• ' K .. ........ . ...............................�a,�.. r. s: .. .. .:...................................... ............................. ......................... ............................... .. at premises located at.... GG7 n.... . . . . ........ . . .............. ..................................... ........... / .. County Tax Map No. 1000 Section ........ Y... Blockk ........L............ -Lot No. .....``...... ... pursuant to application dated ...................+Aa ............ 19/"../., and approved by the Buildingg°Inspector. Fee S•` •%.✓............ .... .. ........................... ................ ........................ BuildingInspect Rev. 6/30/80 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - . .25G. 4. Updated Certificate of Occupancy - _$50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . .�� . . . . . . . . . . . . . . . . . . . . . . . .w Construction. .. . . .. Old Or Pre-existing Building... . . . ... .. .( ) kation of Property. -2QL 1..... .1-0- u- f C_��V R" - ... .. . . . . . . . . . House No. Street ( Street Hamlet ewer or Owners of Property. ` :-(-J( . �-/A-��� •• • • �� I . 1• • • • • . . +unty Tax Map No 1000, Section. . . .q�. .. .. ..Block. ..' . . .. . .. .Lott.Ll .:s. . . . . . . . . . • ibdivision. . . . r F led Map. . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . . .//.11.. . . . . )I. n/ C . . . . . . . . ,rmit No. �V�b. .D�atte Of�/Permit. � • F • • •Applicant. .�� : .✓.�. . . . .r./. . . . -alth Dept. Approval. ��. 1 k . . . . . . . . . . . . . .Underwriters Approval. A ,1 31.1. . . . . . . . . . . _arming Board Approval. . . .. . . . . . . . . . . . . . . . . . . . :quest for: Temporary Certificate . . Final Certicate. . . . . . . . . . . e Submitted: $. . . . . � C1l> . . . . . . . . . . . . . . . . . . . . . . . . . . 5 J I APPLICANT TOWN UN JUULnULL BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - 45',- 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of occupancy ccupancy - Residential $15.00, Commercial $15.00 • ... . . . .. . . .. . . . .Date . . .�� ..0 . . . . . . . . . v Construction.. .... Old Or Pre-existing Building. .. . .. . . . .. .. .. . . Com,? � . . . . . . . . v;W. . . . . . . . .. . . . . ,cation of Property...20.C�. .... ... ...... ..T��: House No. tt__ Street Hamlet ,ver or Owners of Property.oQ - � . \' �9�1�M�MC� } . . . . . . . . . . . . . .//.11. .j. . . . . . . . . . . . . . G.L.(. .Block. .Q. .Lot. . Pio. l L�:.,. . n,ntq Tax Nap No 1000, Section. . . .. . . • • • • • • • • • " • . . . . tbdivisionn. . . ./. . . . . .. . . .. . . . . . . . . . . . . . . . . .. .. .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . ,rmit No y6�� .Z • • • •.DDate Of Permit. . . . . . .. . . . . . . . .Applicant. Y R . . . . G{ alth Dept. Approval. . . !./II/.u. . • . .. . . . . .. .Underwriters Approval. . la�•�� �• S �• • . . . . . . . . .anning Board Approval. . . .. ... . . . . . . . . . . . . . . . . ,quest for: Temporary Certificate. . . . . . . . . . . Final Certicate�\. . . . . . . . . QLD :e Submitted: $. . . . ��" � APPLICANT OP THE NEW YORK BOARD OF FIRE 'UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY r— 85 JOHN STREET, NEW YORK, NY 10038 Date DECP@Sk1 M 23,1997 Application No.onfile '1.4973997/97 N 441304 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant namedon the above application number in the premises of B013 GRAFMON, 70th TOWN CRFFK IAN, SOUTHOLD, NY in lhefolloming location. ® Basement ® Ist Fl. 02nd Fl. GA11/013T .Section Block Lot waa examined on DWRIBFR 19,1997 and./�ound to be in compliance with the National Electrical Code. FIXTURE FIXTURES I RANGES ICOOKING DECKS OVENS DISHWASHERS EXHAUST FANS ka OUTLETS ECEPTACLES SWITCHES IINCANDESCENTI FLUORESCENT I OTHER I AMT I K.W. I AMT ( W AML KW AMT K.W. AMT. H P. 39 48 '39 19 1 1.2 a F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PTj TIME CLOCKS I ULl I UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT NO. A.W.G. AMT. AMP I AMT AMPS. TRANS. AMT R p NO.OSYSTEMS T MIT. WATTS F FEE 2 P 2 20 3 600 SERVICE DISCONNECT NO.Of S __ E R . V I C E AMT. AMP TYPE METER 1 ATW 1%SW 6 JW 3 A AW NO.Of CC COND. A.W G NO.Of HI{EG A.W.EG NO.OF NEUTRALS A.W.G. EQUIP. PER B Of CC.COND. Of HW'. OF NEUTRAL 1 200 1 CB I X 1 .act 1 1/0 OTHER APPARATUS: PADDLE FANS-P-3 WHIRLP00L BATH--1 9190KF DETECTOR: -6 TRACK LIC>H'TTNG: '3 LL ROSLAK F.ISKIRIC LIC.43677 I P.O.BOX 164 GENERAL MANAGER CUTCHOGUF, NY, 11935-•2453 1535 Per_11This 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 M115T NOT BEIALTERED IN ANY MANNER, IF 01 Town Hall, 53095 Main Road voi Fax (5 16) 765-1623 P. O. Box 1179 :y�� � � Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N7 DATE: 3ho/k _ Building Permit No. Owner: 906I1` GAVAI/Ki -1 ^(please print) Plumber: PG-(!on U ll.�t)"elc (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 3; (P r Sig a ure) Shorn to before me this day of � 191f Notary Public , ,SdLFQ County AZA-101aUcG� %����' ` G.An''ARA STEPNOWSKI Notary Frb!a.S,ato of New York t;a.G;C"43::752 010a4lial in CL'_:k Counly Commission U.•p:ro.Sept.30,19 7 i s i /IN WIP wv i •ter . w,.C.:�.� i�.:.:.�... - „ � ��I ETT MW-001 � w •max .. i o�OSpFF0j/r o o� Gyp Town Hall,53095 Main Road yy, Fax(516)765-1823 P.O.Box 1179 �?, O�� Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 14, 1999 Robert Gammon P.O. Box 1838 Southold, N.Y. 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is not on file. $25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24076-Z (ACCY GARAGE)* Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. *2 CO'S REQUIRED 1 FOR DWELLING & 1 FOR GARAGE. WHEN APPLICATION & CHECK IS RECEIVED CO' S WILL BE ISSUED. 06/04/97 14:49 PAX 518 674 2903 ACKNER FCIELS 10002 6--02—}997 9=24PM FROM PASSONNO PAINTS 678 273 i6G'S' R.2 Passonno points r MOTOME 100%ACRYLIC ROOF & FOUNDATION COATING SP-12MG Light Gray FFATURV9 fiECOMN$NOW USES • Superior wftrkw durability KsIn le.Pad Owil s le a*amble rto%muydabue*camp On men a.WMV • Low4sniperadureil®dbiMy +roareedrearWbs s' .«iwhow buaw.saApra�n.rew • Did pick-up malslance •m w.dffian rmma, da%Wmd sm.er am A eanemes Do n mains Forms a sminikes coating ma&aW a"m aftmay pmt*m nada.'doe=mea amaaama.such as kw r Simple water dew-up mss•AwNtA In aMlai%OW m asaahaa%ih owp. *cease nem list • Compatible wtth synMew pmd*m bdo rarpiam an drdb.ta .tea and I , - mdbwlen m m membrmes and dhtrrolbam n'a'me araesaaa TW age V019*411y Of eu mora fame.. fat* earaaa %undaticn Forma ra.ae,aere%rhegaby panmgrig,abF wa and fadsaag k~ram acpw RM tads i.warms reg 4WO amdillkY. nada w OWSM a*de at 19aaa REFER TO MSM Mk HEALTH .1e. a AWUfihdy W to 100 mare ram W aaamt dmommrem m.*mtrat6 AND SAFETY INFORMAMON ac.var A Fa uta an r+a:had tib nae rxamgwdad an sstroafs SPECIFICATION DATA Color, i fight GmV P'(grtrerrt. 34% Volume Solids: 51% 7hearedcal Cduerage: 820 3qusro fee!101 mil Minimum MY Film: 13 mils Caverags to Aatlieve Dry Film 05%lass) Applied Wet Film: 25 mile(I/=of an inch) Appliad c ni erege: 80-1415 squire feet Drying time at 700M,W%Aelafiw Hurrirdiey Ta Larch: 30 minuses To top Coat 2 Nwrs vase 90M drying conditions C5%anrr: warm soapy water Thknner: Ready to use VOC: Lass than 250 gash Paekaping: Single and f m gallon cans,drums on special order Appllc4onTemperawre: Air,ma*dW&surWashould be W*and rising AppNcanen Metlrbtl¢: Spray app mAgOn W retxmmendad, but can be applied by brush or rolier, Spray Chme mnaottrit finish,roll sloiMy as not to deveiop entrapped air. Temperature Limit: ieWF sPr � O ' ers MAYOR UTILITY OFFICE DAVID E.KAPELL (516)477-1746 LL Fax(516)477-1707 TRUSTEES C1 Eit 183$ POWERPLANT GAIL P.HORTON —� (516)477-0172 GEORGE W.HUBBARD WILLIAM 1.MILLS 111 296 THIRD S'CREBT 1 BARBARA HEANEY GREENPORT.NEW YORK 11944 December 9, 1997 Mr.Robert Petritsch Suffolk County Department of Health Services Riverhead County Center Riverhead,NY 11901 Dear Mr. Petritsch: The following water service line was recently connected to the public water supply by the Village of Greenport. The installation was done according to our rules and regulations,and to the best of our knowledge,meets with the Suffolk County Health Department standards. Robert Gammon Youngs Avenue Southold,NY 11971 Tax Map No. 10044-01-P/014.1 If I can be of further service,please contact me at 477-1748. Sincerely, Thomas Utility Operations Administrator TC:dm PC:Robert Gammon 00 P), Over 100 Years of Community Service i 0 *, ruseI ruse I ype ty y S623277 5538 F1 FLOOR 28 1 4.0-32 s Apr I I ak industriiii, Inc. Man Jun age 2.5-4 3x8 FP= 1X4 II 4x6= 1x4 11 3x8= 1X4 II 3x4=3x4= 1x411 3X4= 1x4 11 3x6= 1x4 11 4x8= 1X4 11 T 2 q 6 6 7 8 10 if 12 13 14 15 �I 1.5x4=2 27 1.5x4= 11 3x6 25 24 23 22 21 20 19 18 17 16 3X6= 4x8= 3x6= 1x4 II 1X4 II 1.5x4= 3x8= 4x8= 3x6= 3x10 M16 FP=) W�I•s%A�sP / 32.0-0 32-M Plate Offsets ,e e, ,B B, LOADING Ipsfl SPACING 1-4-0 CSI DEFL (in) (too) "da" PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -1.01 19-21 >378 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TLI -1.38 19-21 >275 M76 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.18 18 n/a BCDL 6.0 Code BOCA/ANSI95 (Matrix) Min Length/LL dell = 380 Weight: 168 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 "Except• TOP CHORD Sheathed or 311-13 on center purlin spacing, except and verticals. 8-16 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BOT CHORD 4 X 2 SYP DSS WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 25=1160/0-3-8, 16=1160/0-3.8 FORCES(Ib) TOP CHORD 26.26=-07, 1.26=-67, 16-27=.67,15-27=-07, 1.2=-3, 2-3=-3239,34=-3239,4-5=-5188,5-6=-5188, 6-7=-5836, 7-8=-6014,8-9=-6014, 9-10=-6014, 10-11=.5206, 11-12=-5206, 12-13=.3237, 13-14=-3237, 14-15=-3 BOT CHORD 24.25=1798, 23-24=4359, 22-23=5836,21-22=5836, 20-21=5836, 19-20=5830, 18-19=5738, 17-18=4300, 16-17=1795 WEBS 2-26=-2093, 2-24=1695, 3-24=-167,4-24=-1315, 4-23=975, 5-23=-132, 6-23=-756,6-22=138, 14-16=-2092, 14-17=1694, 13-17=.159 , 12-17=-1319, 12-18=995, 11-18=-166, 10-18=-624, 10-19=324.9-19=-214, 7-19=208,7-21=-118 NOTES 11 This truss has been checked for unbalanced loading conditions. 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI(fPI 1.1995 criteria. LOAD CASE(S) Standard --- - OF NEW 6 - O W A m x y =Wu N `/'�, ` ID 16 063030 g0FE3SIONr�'� Uv JUN 0 9 1557 AWARNIINO-VerM design parameters,and REM NOTES ON TWS AND REVERSE SIDS BEFORE USE. Design valid for use only with Mitek connectors.the design is based only upon parameters shown,and a for an Individual bulking component to be installed and loaded vertically. APPIbabtity Of design parameters and proper Incorporation of component Is responslblllty of bulking designer-not truss designer.Bracing shown a for lateral support OI Individual web members only.AddIllonal temporary bracing to Insure stability during construction k the responsibility of the erecta.Addltbnal permanent bracing of the overall structure k the responsibility of the bullding designer.For general guidance regarding fabrication,quality control,storage,delivery,election and bracing,consult QST-88 Quallty Standard,OSS-89 Bracing Specification,and 81B•91 Mitek® Handling Installing and Broging aegarM anda6a1 avarlablB nom has Plgb msieyle,Sea D'Onolrro Drive.Madison.W1 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer,erection supervisor,property J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each U G NJ5 other. oWEBSa3. Place plates on each face of truss at each * _ ; ¢ joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate I a at joint locations. plates /a'from outside edge of Ol -d, -Unless otherwise noted,locate chord slicesLT"4� e�. ----- --- ----- - - - -- — - a P o at Ila panel length(*W from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in JT J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,This design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is The length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11.Bottom chords require lateral bracing at 10 T//,p/�/ continuous lateral bracing. ICB0 - 1591, 1329,4922 f .spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at _ Wk 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. ® HYDRMA/R® r O ru66 I ru66 I ype uty I Fly 1.. I S623278 5536 F2 FLOOR 2 1 P.D. 4.0132 s ; 1997 Mi I ok Industries, Inc. Mon Jun age 2-5-4 15-4 1x411 3x4= 1x411 1x411 3x4= 1x411 4x611 1 2 3 4 5 6 73x4= 8 q 1.5x4=1 R 12 11 10 9 3x6= 3x4= 3x4= 3x6= 1x411 15-0-0 15-0-0 Plate Offsets ,e e, 1:0-1-97T97 LOADING(Psf) SPACING 1.4-0 CSI DEFL (in) (Ioc) 1/defl PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.15 10-11 >999 M20 249/190 TCDL 10.0 Lumbar Increase 1.00 BC 0.52 Vert(TLI -0.2210-11 >781 BCLL 0.0 Rep Stress Incr YES WB 0.35 Hon(TL) -0.01 BCDL 6.0 Code BOCA/ANS195 (Matrix) Min Length/LL def! = 360 Weight:80 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Sheathed or"-0 on center purlin spacing, except and verticals. BOT CHORD 4 X 2 SYP No.2ND BOT CHORD Rigid calling directly applied or 10-0-0 on center bracing, Except: . WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 13=628/0-3-8,8=632/0-3-8 FORCES(!b) TOP CHORD 13-14=-71, 1-14=-71, 8-9=0, 1-2=-3, 2-3=-1215,3-4=-1215, 4-5=-1215, 5-6=-761, 8.7=-761,7-8=-764 BOT CHORD 12-13=748, 11.12=1216, 10-11=1160, 9-10=0 WEBS 8-10=879,2.13=-870,6-10=-153, 2.12=548, 5.10=-464,3-12=-220, 5-11=69,4-11=-59 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) CAUTION, Do not erect trues backwards. 3)All plates are M20 plates unless otherwise indicated. 41 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �'.t E OF New Y .7 4�Qa.N W. �qF A. ern 0 Z � rWW N��y 063030 r.0 ��fiE3S10Nab�' ��/_✓A ��li JUN 0 3 +SSS AWARMNO-Ver{///design parrameten and REM NOTES ON TMS AND REVERSE SIBS BEFORE OSE. Design valid for use only with Miles connectou.This design Is based only upon parameters shown,and is for an IndNkluol building component to be Installed and loaded vertically. ApplldobllBy of design parameters and proper Incorporation of component k responsibility of building designer-not buss designer.Bracing shown 6 for closer support of Indivklual web members only.AddBbnal temporary bracing to Insure stabllBy during construction b the respondblllly of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fobnlcatbn,quality control,storage,delivery,erection and bracing,consult OST-88 Cual6y,Standard.D311-89 Bracing SpealBcatlon,and BIB-91 MiTek® Handling Installing and Bracing Beeommendalbn avollable from Truss Pbfe hsiB &9 ule,6D'Onoeb Drive,Madsen,WI$3719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design To the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members To bear tightly against each C2 n other. bJ5WEBS 3. Place plates on each face of truss at each * _ , ¢ joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate = atjoinTlocations. plates 1/a"from outside edge of ---4. -Uniessotherwise-noted,locate-chord s- icesiruss andverticalweb. ap at 1/4 panel length(_'6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in it JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mirek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to Camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is The width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load Transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at Uk which bearings(supports)occur. 13.Do not overload roof or floor trusses with stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTeke 15.Care should be exercised in handling, TM erection and installation of trusses. d ® n @ IM Mtek Holdings, Inc. k MRM018,019 M1® HYQRQd1/1A® Jn Truss mss ypa Q7:ty P536 SO23Z7` 556 Gt FLOOR P.O.J COMPONENTB N 40.326 Mar 281997 MIT&lMustme.are True Jun 0313:39.5619971`8 eI 2-5-4 1� 70-41 477701 3x6 FP= 3x6 FP= 3x6 FP= 3x611 10x1011 6x8= 3x611 6x8= 3411 6x8= 3x611 5XI3 3x611 US 11 3x611 10x1011 3x611 1 2 3 4 5 6 7 8 9 101 12 13 14 15 78 17 $I 3%4=3 1X4 e d 31 30 29 28 26 25 24 23 22 21 20 18 18 6x8= 6) 2= 6x8= 3x10 M16FP= 5x611 6x8=3x10 M/6 FP=4X6 3x6113x6 FP= 6x8= 3x6 FP= W x14 x8= 6x12= 14-10-4 32-0-0 14-104 17-1-12 PMte OBsets %Y. 2 :0.-00.2-4 32:0.0.8,0.1-0 LOADING(Psi) SPACING 14-0 CSI DEFL (In) (lac) Udell PLATES GRIP TOLL 40.0 Hetes Increase IW TC 0.43 Ven(ILL) -0.902425 s. I PLA 249/790 TCOL 100 Lumber Increase L(K) BC 099 Ven(TL) -1.2424-25 s308 M18 174/126 BCLL 0.0 Rep Stress Ina NO 978 095 Hoa(TL) 0.15 18 Na BCDL 5.0 Code BOCA/ANSI95 (MeMx) Mm Length/LL deg=360 Weight 2"b LUMBER BRACING TOPCHORD 4X 2 SYP No.2NO TOP CHORD Shearmad a S69 on ell pain spacing.except end watcals. BOTCHORD 4 X 2 SYP No.2ND'Except' BOTCHORD Rigid coling dredtyaPP90d or 10-0-0 on center bracing 23.284 X 2 SYP N0.1,20.27 4 X 2 SYP DSS,f&23 4 X 2 SYP N0.1 WEBS 4X2SYPNo3 REACTIONS(b/slae) 31=14450-38,18=1407/l FORCES(b) TOP CHORD 313Y-67,1-32=E7,1&33=-68,17-33=68,f-2=-3,2-3=-4527.34=-5932,d-5=-5932,SS=-5932.&7=8574,7-8=-8574,&9--8963,9-10=$963,70-11=-8963,77-12=-8963.12-f3=7050.1314 14-15=-4402,15.16=4402,1&17=-3 BOT CHORD 30.314467,29-3974527,2&29=4527,27-28=74Dq 2&27=7404,2526=9456,24.25-9456,23.24-8161,M-23-8161,21-22=7M.20.21=6085,19-0 6085,18-1x2396 WEBS &25=8,2-31=-2816,2-30=2368.Y3x-1140.8-26=997,7-26=168,6-26=1344,528=1693,4-28=150.328=1727.8-24=-557,10.24=-167,12-24=922,12-22=1277,1&22=666.16-18=-2734, 1618=7306.1519=169,14-19=-1922,14-21=791,1331-7253 NOTES 1)Ths truss has been checired Ion ubalnced ceding Condit" 3 Except assstwxn b'ecaw specalecathrldon()reWr dtotppMro case�teeloed(i�siggnor fa cbon(s)is�Lgated tlft Iddl�ingmd mgrw anereMs«reatraniea by Meer nears. 4)CAUTION,Do not asadm ss backwards. 5)AS pates are M20 plates unless oCnelwise Indicated , 6)Ths truss has Lear dedgred Will ANS19PI I-1995 enterle. ])LoaO case(s)1 has been mod8ad.Buildup Oesi9nlm muni reMewbedstoveMy9a11ney are conMiIX 8'.¢Intended used Ws buss. LOAD CASE(S) 1)Arron.Lumber Increase=1.M.Plate Increase=1.00 Ling m Loads(pit) Van:1-2=-66.],2-3=-68.7,3-4=-66],45--66.7.56=-66.7,6-7=-66.7.7-8=-86.7,&9=-667,&10=-66],10-11=-66.7,11-12=-66],12- 6 7, 1314=-66],1415=-66J, 2&29=-6.7.2]-28=-6A,2&27=5.7,2528=-G.7.24-25=-667,7,22&24=-6'I, 22-23=-67,21-22=-6 7,20.21=-67,19-20=47,1&1x-6 7 C antraled Loads(b) Ven 8=532 *ZE OF NfW � g�Q�,N W. Cy Oq+ % • A C � m 41 IP�OA 063030 g0FES510N�'� JUN 0 3 iSS7 A WARMNO-Ve ft deNBn pammeten and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE, Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and N lot an Individual building component to be Inslalled and boded venbally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not Suss designer.Bracing shown is lot lateral support of Individual web members only.Addlibnal temporary bracing to Insure stability during condructlon B the lesponsibillty of Ina elec101.Add81ono)permanent placing of the overall structure B the responsibility of the building designer.For general guidance regarding fobdcatbn,quality control,storage,delivery,election and bracing,consult OST-88 Quality Standard.OSB-89 Stribling Speclgootlon,and NI6-91 M iTek® Handling Installing OW Bracing R9 ecmmerWallon el alroa ble from huPlata Institute,SBS D'Onoab Due.Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS U MCI- 2. Cut members to bear t ghtly against each other. Vz 3. Place plates on each face of truss at each * i hQ joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate vO atjoint locations. plates !a"from outside edge of a -- - - ---4�iniess-otherwise noted,locate chords ices-- 0 - - Russ andve7tica�6. ____--_ ~ a o at 114 panel length(_*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in it JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. 'For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mrrek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice Is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE 517E shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X Q perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11.Bottom chords require lateral bracing at 10 VJ/�/ continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, ff no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. t� I"� w Indicates location of joints at - 13.Do not overload roof or floor trusses with (lFyi ld which bearings(supports)occur. stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTeke 15.Care should be exercised in handling, erection and installation of trusses. �/ ® wpEL p 1993 Mitek Holdings, Inc. %(OV-03-97 11:52AM FROM-FLAME CONTROL COATINGS INC, 716-265-6903 T-393 P.02/03 F-411 l��;����� PRODUCT a' 1"vf DATA FLAME CONTROL NO. 2®-2U * A Water base.Flat Latex intumescent Fre Retardant Paint ' Fire Hazard CClassifiicadon, ASTM E-64 (NFPA 256) CLASS "A"; also up to 30 minutes (1/2 hour) per j NFPA 703 & BOCA 1702-4.1. i i • Compiles wM lateral, sante, focal PRRCAUT10sls: PR p0 UCT Q BCRIPTION oldhtng and fire adds rmiuiremsrae• AtagUAW v811111 an must to provides! A Class 'A". intone water Case. Bat pnae by Water evaporation to a quart; and after spplicatwn untilthe IAtex,figs retardam MmanWamrad tough.ClaxBtle,matte finrsh. coating has dried. Avert 11)(011111131119,n eccomence arhtt F Spegfieadon • Does not ream Posy fire reremancy) vapors or spray misL Close conntner Y. 232,Th Tr-PM to high aftr M.00 TAKE NAW to a flat imade Ono,having fie appear- • Me rpgssant roe end�ag� ar;p OUT OF RTEACH OF�I.WN. is Anes of a aldverm Bet on Gault.In regulations.Photocnsmieaey,nwvw the presenw°f °r MM"tout. acture acmmmg to Rule 102• ing Pubs up f�am forms foam a SURFACE PREPARATION tmdt. aponpa rare MIS teem layer ' vats CHARACTER11MOS� 3JOM Fire should be tithed re"119 the Pan of Ion tMre �" _ out according w goo Painting Pis• retarding the dame and delaying Flnlen .. ...Plat,5 units mss. a 160° AG dlh ;rases. on, wax, no ant caner structural 1110101's. fogsign matter must ba ranrovec. All Color . . ... ..Whne,OB-Wftin and 18 maga)sadelcm must be primed. R6COAIMENGF.D LIES: standar°colors or may De tintedwhir IWOtarling NEW SURFACEfi�$: For aPiMKaa°d us en�ametdr aampuedble wEora�compatible no xceatl Neo Now wood, ipoart and Other Sur- surfaces uti surfaces Wham i is a"neteweary or %via ounces per gallon. Yaces having uneven or excess Ptmtsrty °estrous to reduce he statece buhang Vwuld Ca sealed with was and wood cnwacterM" at Ills stlhaaate• 4 can sprelial Primer, 940 W 2 or PR44AAR !-ares also De used an PrI red Ment surfaces Rate..I so ad.M.S.gal.(4.7 tail wan Pumas, am W 1 and allowed to to retard me porgem eon of teat. aDphed In one or two°can. ixinplowy dry oetdra applying Nd. 20- Bar mns wag,4.7 grits dry. 20.Now ferrous moral surfaces moat be USFA or- gage @ 1 mil dry BBO 31.ftdgaL primed. Apply KEM KROMIK Metal Sc Child Card le aI ®sal Nursing Nomep. gy h m 2 PrhnRr,ma N z=w 1 orTILE CLAD II , Koepdas, Papal volume Sam ......... Hloft Printer, S6f2 N 71 and snow td Inatlito fus. Moteio. Weigm solids ...........56%*2 eamplenly cure Coors ap*kV Na.20• Fectones, W Rem; Stores. 20, Restaurahn. Udh Reilrtrrq andF 6 TimeA: ...To form,So min. plit"OUSLY PACK=SURFACER: other Tranaponat l npair a, Oil To handla,l m 2 hours No. 21),21) may tie aPPnad (bail TO and Chemical I sludit m Itidirery Td rtreoat,2 to 4 hours �h�Paint shit N dghay adherent am Inaralladoni, and tad" when► COridiran. All ghri7y surfaces tire rerar°em aro Vied. Type of Cars .... ..... coaeeacence in pool 0=0 Cle dwasid WHO r SPOT", UeE UNTOPCOA Flesh Paint.......... . Naps prints where naesaary Wwoodate OR TOPOCIATW . (Paneay Martens CloaeO Gup) Pmvw u 6htxvtt awn,belong applying TopccaGdg is not tar hroat Redu*WIClamu ...........Water Pio.20=20. applications. ntna�a M Siwll l.lfe ....72 momma jwtopsnad! ApPUCATION requiring maxim WAot"ky and int .. .. 19 se� on in= deartaindity, Ptd. a" be yip- ltG>L . .,,,, 1 0.4 W I& Palm dtmOwndom by Oor stir. adored with Com No. 4040 Shipping meaght....4 gels.-451 . ring.Use full p�ted coat for most 4P*WW«Ion ups ResisfordCasting. 5 gals.-55 be, umarn;where gluing is r 1"j$e POPORMA= PORMATigPI: AppBceU m Bruen,red.wwatdonat rudr waNr. Trot m excess d Spins Pat • Close "A" BM has oho himane ameas apray gallon. No. 20.20 can Da applied by _ Imran rugae, dme fire tailed for rrbds UP n M rash5 - eMo Is 90 trial ru hwAI - See fire P own VNOV-03-87 11:63AM FROM-FLAM11 CONTROL COATINGS INC, 716-280-6303 T-383 P.03/03 F-411 Q� r` PRO ,IJCr DATA FLAME C�ONTROLe NCS. 20w2O � warm saoe,Plot W ex MWW" Intumescent Fire ' Fireg9tsrdant Paint SotoSts (84Npe255)GIASA; asp to30 minuteso NFPA 703 8. BCCA 1702-4.1. sq. fW.S. 54lian (4.7 MiifW apPRou InPIRi MAzppp OI.ASSIFICATION one or two crate.To est taco tnnrrili0 amm" RWne swaw F CWU'A*~NMI"amardewr vAar ASTM&as 0 M M,as come for This Pill,000n 01 9*PWM*00 Overall ine Mewing uNOERtrA ffma,WIORATOMRB we nom aliadmilAWL ae� � oa "or Or rates.t0d riot sppry when eutPaae or air temperaP+rea are oeaw '`57F VIVO)' COATq(Ri lSYs1EM)PBTAI(.S ( SRR) Prtnect tram t,r;n0. I �p Flwr* t1waoiwq APP1dCAMON t30iJIP�W, FROM M-None "a COAT•Type W40 applied In one 10 � CornendaMl SpniY coat at 150 sq.ffJu.S.pal.(4.7 mUJ Air SUWY 12 CFM.50 psi at rwxxlo TOP COAT-Nan. kid 150 Pei Gun..........Grana 217 ro 217.818 TRye4ea.a..a..a..n_ ... .... . � EOMW Mer ....... . ..... UP to 7% Airtew Spr$Y MaaNr U• Fqwo Stnoe �......_... ... Mtn 30 MINUTE P(RE TW Fluid Maga ! � Gtun........._................... . . ..... ........ ....... G JON FA PLYWO= RYdtani0n.........................UP to 7% COATING(SYSTEM)XMAS �' Pam a om++a Snawe •Minimum Speed OeVoroaea PRIMER•Norm BASE COAT•Type 2040 l9 p (')95 applied in two am 41200 vii.tw s. O gwftat(4.51 m AJcW TOP COAT•Now ('S Tae erera wa aarrou0ad Ic a Thier arrrpribr of 9®aiaaes.'RMs veanc eNarrw W a ompieoareoaagraranatau�wlnwP� �aN1�Y0o twaaaodrwereM n1*004"M Ywo in"FRA M srai eR gala GPM"p BaCIIaM1 17CO41 of ea I=acxA NaereWtluldrgCaaa.A6MApMfIaelMaarNrllrrapxriernlepaplatrpalrla4� q rN Nrara afltliOaM Y a7itdla�e 6elepretd'n 9Ye iYMOmIRMpn ane 1eR oP9M P�et . � ae1KoMAlsaure�e�•�p�a�erasirlNrsaP �ren� YdwMabi�fa.+nak+l�naawinlonrirmirararwllSa 'aarpiaa0ls.e>�e1°"' � i aarraaraar rrlM Nrw pia4q.reser ae aaaaaa»trace erak cam tNmr tom � abgMPaM011ssmfxaduR�P rearaiewne�M enaOWkir Moefd~ sae- wilarP+r aadatY� can o,r.aelq ono era a oar piaduew,eaarw uwd atar�a b 6aeaiaaePn�am prollydla. I I 0 — 9 T W E D 1 2 0 1 6PW? CUN V,x VOVA 1—BV Pm mJ W.DaW..m Oj%,MV sim,N ra'....�IRUM LAWYER CYNiV IR YOV P 1-AN rsa sC,vRR AIONINc\DIA INYIMUMLNY—TYIR INSYRUMNNY 81IDULD PY.UEr.D BY LAWYERS ONLX TITS INDENTURE, made the 300%-day of , .1n.leen hundred and ninety—seven aS�oa,t tfntr'%V,oOeA� '/2•:,feee RF,'yWR1KNftf EDWINA G. LATSON, Individually** residing at 522 Town Creek Lane, Southold, New York 11971 and EDWIN M. LATSON, residing at 1425 Island View Lane, Lane, Greenport, New York 11944_ And EDWINA G. LATSON, a�(,yt ��gf2q a ttal.�Est at of Almet R. Latsorr�rll�� deceased 4.m �O d+-t' party of the first part, and ROBERT L. GAMMON and ANY A. GAMMON, his wife, both residing at 295 Town Creek Road, Southold, New York 11971 party of the second part. WITNUSSKI'11, that the party of the first part, in consideration of FIFTY THOUSAND AND NO CENTS----- -($50,000-00) ------------dollars, lawful money of the United States, paid by the party of the second part,docs hereby grant and release unto the party of the second part, the heirs or suc. ccssors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected, situate,lying and being in the Town of Southold, County" of Suffolk and State of New York bounded and described as f011owst BEGINNING at a point on the easterly aide of Youngs Avenue at the Northwesterly corner Of the premises herein described and the South- westerly corner of land now or formerly Food Basket Properties, Inc. , said pointalso being distant southerly 179.09 feet from the corner formed by the intersection of the southerly side of Main Road (N.Y.S. ntsr: Route 25) and said easterly side of Youngs Avenue; st taloN: K> RUNNING THENCE along said land now or formerly Food Basket Froperti.ee LOF: , Lor: Inc. the following three (3) courses and distances: 1 . North 73 degrees 28 minutes 40 seconds East, 110.30 feet ; 2. North 70 degrees 32 minutes 40 seconds East, 80.00 feet, and 3. North 71 degrees 48 minutes 40 seconds East, 31.89 feet to laud now or formerly Grace Edson; THENCE South 17 degrees 45 minutes 00 seconds East along land now or formerly Grace Edson, 50.00 feet; THENCE North 71 degrees 33 minutes 10 seconds East along said land, 175.00 feet; THENCE South 16 degrees 40 minutes 40 seconds East still along said land now Or formerly Grace Edson, along land now Or formerly W.L. Smith and along land now or, formevly D.F. and A. Rose, 218.00 feet - to land now or formerly Helen .M. Lateon;': - THENCE South 71 degrees 33 minutes 10 seconds West along said land now or formerly Helen M. Latson, 183.40 feet to land now or formerly Robert L. and Amy A. Gammon; THENCE North 19 degrea 43 minutes 40 seconds West along land now or formerly Robert L. ant Amy A. Gammon, 191 .80 feet; THENCE North 59 degrees 57 minutes 40 Tcg.Itc,�g West along said land, 45.63 feet ; . APR 3 01997 't BLDG.DEP"r. '� TOWN OF SOUTHOLD THENCE south 79 degrees 33 minutes 20 seconds West still alonq said land and along land now or formerly Susie Thompson, 176.39 feet to tt easterly side of Youngs Avenues THENCE North 10 degrees 20 minutes 20 seconds West along the oaster,l; side of Youngs Avenue, 20.06 feet to the point or place of BEGINNING. RESERVING therefrom for the grantor herein an easement or right of way to and from Youngs Avenue for passage on foot and with vehicleso and for the installation, maintenance, repair and replacement of public utility lines, wires and conducts on the surfaces, above the surface and below the surface of a strip of land approximately 20 feet in width known as Town Crook Lane and designated as a Right of Way on the survey prepared by John Metzer, dated June 19, 1996, in such manner as not to interfere with normal surface traffic, to and Irm other lands of the grantoF hderein and to and from Youngs Avenue. ent o run w to the tan . SUBJECT TO the rights of others in, to and over the right of way (dirt road) and the traveled road as shown on the above described survey. TOGETHER*�'with an easement or right of way going to and from the south from the premises-herein conveyed, with others, for passage on foot and with vehicles, across the 20•. foot wide strip of land known as Town Creek Lane providing a right to pass and re-pass on foot and with. vehicles and to launch and rgcovpr boas from Town Creeks .J{ 'a L Y,q L.'Y o c ma.' Q,ans.9.s9 /. *e OCJN Cve4p-K.. G� BEING AND INTENDED to be a portion of the premises convoyed in deed recorded in Liber 10525, cp 474. w: ve-. q V Z'pr 0Pvjwy fav, Svr4(4Ce ?CCSSajC- eX)t/�ncjinq �co+•+ �p (OwN LreGk. LN.nQ i� 0- WeS4,crjy t�aee�ON 1v /ounett LCvanJJv! 6PA- or M� a rbl:c PaNk al- _ F`eo4 0� yo.an5t Q.+cv�v1e A P R - 30 - 97 W E Ir 1 2 1 7 McN UL TY - S P I ESS P . la 4 TOGEHIER with all right, title and interest,If any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof. TOGIXIIER with the appurtenances and all the estate and rights of the party of.the first part in and to said premises. TO HAVE AND TO HOLD the premise herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been ineumbered in any way whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the sante first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as If It read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duty executed this decd the day and year first above written. IN PattitwCa On /� / %filaual LjBWN�A_ G. L+AT�N. I rtly� ' EDWIN M. LATSOM T eltebia ���BDWNA ON, rusteeON, rustee RPR - 3to - 9T W I=— 30 1 2 = 1 5 MGNUL- TY - SP I ESS P . es .. j , &FATE.OF Nl',_EWYORK.COUNTY OF SUFFOLK SS.: :'PATE OOF�}NEW -YORK,COUNTY OF SUFFOLK SS.; On the 7✓' Or_day of 19 97 , before me On the=^.� day of 1997 . before m� personally,came personallyeame EDWI M. LATSON :an,.i .:.ISN.f NA EDWINA G. LATSC! G. LATSO�, as Trustees of the Estate of Almet R. Lason de�ea�aed to me known to be the individual described in and who to me mown to e t he ,ndividaafadeseribed in and who executed the foregoing instrument, and acknowledged •that executed the foregoing instrument, and acknowledged that she executed the same. they executed the same. Notary Public Notary Pub-iic '- DENISE F.BURNS DENIS$F.SUMSstem, No"PuN�d u�,,,yFro— Vuk Nelerrpi'N�B BoRRCaInVeN Ouetnbe !;'jpj S M VolpmmlrelOn swims Beptomba eq, air Oea Upul S*PmM%a:,rtS�_ CommlNlon Expker SPA I-14.OF NEW YORK,COUNTY OF W.: STATE.OF NEW YORK,COUNTY OF ss.: On the day of 19 , before me On the day of 19 , before me personally came personally came to me known, who, being by me duly sworn, did depose and to me known, who, being by me duly sworn, did depose and say that he resides at No. say that he resides at No. that he Is the say that he is the of of the corporation described ,the corporation described In and which executed the foregoing instrument; that he In and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal,affixed knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corporation, affixed by order of the board of directors of said corporation, and that he signed h name thereto by like order. and that he signed h name thereto by like order. /� lliargain at1D Rate Flees WrrII COVENANT AGAINST GRANTOR'S Acrs SECTION TIes.K No. BLOCK.. �.,,,e EDWINA G. LATSON, INDIVIDUALLY and . COIINTT on TOWN EDWIN M. LATSON AND EDWINA G. LATSON, as Trustees of the E.staM of Almet R. Latson ROBERT L. GAMMON AND AMY L. GhMMON Recorded At Requen or Fidelity National Title RBTURN BY MAIL TO: STANDARD MRM OF NRW VORK STAIR LAND TITLE ASSN. �w Opti2Krcd by JOHN R. MCNULTY, ESQ. MCNULTY — SPIESS = 11 fidelity National Title 633 East Main Street Nsuxvrx rowan tw n�.v roan P.O. BOX 757 Riverhead, Now York rip No. 11901 0 a 8 pd P Z PLANNING BOARD MEMBERS S1fFF0(k RICHARD G.WARD O�� CQG Town Hall, 53095 Main Road Chairman P.O. Box 1179 GEORGE RITCHIE LATHAM,JR. r� Southold, New York 11971 BENNETT ORLOWSKI,JR. W Fax(516) 765-3136 WILLIAM J.CREMERS �� Telephone (516) 765-1938" KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 17, 1996 Mrs. Almet R. Latson P.O. Box 1621 Southold, NY 11971 RE: Helen M. Latson Subdivision approved 5/13/71 SCTM# 1000-64-1-14.1 Dear Mrs. Latson: Please find the following in response to your letter of September 20, 1996: 1. The Planning Board granted approval to the five (5) lot subdivision on May 13, 1971. 2. The State Environmental Quality Review Act (SEQRA) did not exist in 1971. Therefore, the Planning Board was not required to do a SEQRA ` review for the proposed subdivision. 3. In 1971, the Planning Board classified the proposed 5 lot subdivision as a minor subdivision. At that time the Board did not require the filing of minor subdivisions in the office of the County Clerk. 4. On November 28, 1995, the Town adopted a Local Law in regard to Merger (Section 100-25). The law states that a nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. The subject parcel is located in a R-40 zone. Therefore, all lots with less than 40,.000 square feet in area are nonconforming lots. All of the lots within the subdivision have been in the same name since 1983. Therefore, as stated above, the nonconforming lots shall merge f. Latson September 24, 1996 Page 2 until the total lot size conforms to the current bulk schedule requirements. Based on the above mentioned law, the Planning Board is in favor of the merging of Lots 1 and 2 of the Latson subdivision to form one conforming lot, and the merging of Lots 3, 4 and 5 to form another parcel. I hope the above information satisfies the request you received from the Health Department. Please have the Health Department contact me directly if any additional information is required. Sincerely, A ' < Melissa Spi Planner cc: Building Department c7f-026 M-11102 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ;;NSU O PLBG. FOUNDATION 2NDLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE IMNEY REMARKS: DATE kINSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1ATE INSPECTOR i X74 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING [ NAL [ ] FIREPL CE ;HIMNEY REMARKS: DATE l f� INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROIJOH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: - ` t DATE INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING [ j FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ��GJ�� cJ�/��/1 CSP C✓1/c7�`5�+�'a ��- �p6r12�T DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIMNEY REMARKS: r lD .40 Y� DATE �� �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Y � - �r DATE INSPECTOR � 1�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY REMARKS: zewzew DATE G/ ?INSPECT Oro? Aol 74 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ATION [ ] FRAMING [ ] F AL [ ] FIREPLAC HIMNEY RE RKS: �/� DATE l C INSPECT Form BOW 10/873M—Bargain and Sale Deed with Covenant against Grantor's Ad—Ind.or Corp. CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE, made the 3� day of nineteen hundred and ninety-seven BETWEEN / QS'�o2rt urrdidl'I�eGI �2/n�e/ZI?�} EDWINA G. LATSON, Individually A residing at 522 Town Creek Lane/ Southold, New York 11971 and EDWIN M. LATSON, residing at 1425 Island View Lane/ Greenport/ New York 11944 nd EDWINA G. LATSON, as Trpstee o the Estate of Almet R. Latsot deceased QO )tp Alt, t1"MAV "14�ig esyl. party of the first part, and ROBERT L. GAMMON and AMY A. GAMMON, his wife, both residing at 295 Town Creek Road, Southold, New York 11971 party of the second part, WITNESSETH, that the party of the first part, in consideration of FIFTY THOUSAND AND NO CENTS--------------($50,000.00)-------------------------------dollars, lawful money of the United States, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or suc- cessors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York bounded and described as follows: BEGINNING at a point on theeasterlyside of Youngs Avenue at the Northwesterly corner of the premises herein described and the South- westerly corner of land now or formerly Food Basket Properties, Inc. , said point also being distant southerly 179.09 feet from the corner formed by the intersection of the southerly side of Main Road (N.Y.S. DIST` Route 25) and said easterly side of Youngs Avenue; SECTION: BLOCK: LOT: RUNNING THENCE along said land now or formerly Food Basket Properties, Inc. the following three (3) courses and distances: 1 . North 73 degrees 28 minutes 40 seconds East, 110.30 feet; 2 . North 70 degrees 32 minutes 40 seconds East, 80.00 feet, and 3. North 71 degrees 48 minutes 40 seconds East, 31 .89 feet to land now or formerly Grace Edson; THENCE South 17 degrees 45 minutes 00 seconds East along land now or formerly Grace Edson, 50.00 feet; THENCE North 71 degrees 33 minutes 10 seconds East along said land, 175.00 feet; THENCE South 16 degrees 40 minutes 40 seconds East still along said land now or formerly Grace Edson, along land now or formerly W.L. Smith and along land now or formerly D.F. and A. Rose, 218.00 feet to land now or formerly Helen '.M: ,Latson;.r " '—'- THENCE South 71 degrees 33 minutes 10 seconds West along said land now or formerly Helen M. Latson, 183.40 feet to land now or formerly Robert L. and Amy A. Gammon; THENCE North 19 degres 43 minutes 40 seconds West along land now or formerly Robert L . anp Amy A. Gammon, 191 .80 feet; THENCE North 59 degrees 57 minutes 40 seconds West along said land, 45.63 feet; THENCE south 79 degrees 33 minutes 20 seconds West still Ain land and along land now or formerly Susie Thompson, 176 .: 9 ieeL Lo i easterly side of Youngs Avenue; THENCE North 10 degrees 20 minutes 20 seconds West along the easter. side of Youngs Avenue, 20.06 feet to the point or place of BEGINNIN( RESERVING therefrom for the grantor herein an easement or right of way to and from Youngs' Avenue for passage on foot and with vehicles and for the installation, maintenance, repair and replacement of public utility lines, wires and conducts on the surfaces, above the surface and below the surface of a strip of land approximately 20 feet in width known as Town Creek Lane and designated as a Right of Way on the survey prepared by John Metzer, dated June 19, 1996, in such manner as not to interfere with normal surface traffic, to and frgm other lands of the ggrantor herein and to and from Youngs Avenue Said easement to run witFi the land. SUBJECT TO the rights of others in, to and over the right of way (dirt road) and the traveled road as shown on the above described survey. TOGETHER'.i'Vith an easement or right of way going to and from the south from the premises:.herein conveyed, with others, for passage on foot and with vehicles, across the 20� foot wide strip of land known as Town Creek Lane providing a right to pass and re-pass on L foot and with vehicles and to launch and recover boats from Town Creek? '.) '� P��� f 04 c>or ¢�tfends S'uY4"" 17 -l-" Qscs --TOWN CYee K. BEING AND INTENDED to be a portion of the premisesconveyed in deed recorded in Liber 10528, cp 474. �1Dyt-K.t✓ vv ;A^ eN v:�ln�' o� v,1ay ' 0,1 Su4&Ce. FaSSajF_ 6X6-v4i` ?"torr. ���--- I OwN Creak lane i� a w✓51-try 1 i�e���aN �-o yo�nc�J CCvanJv{,.. o✓ ? tie �abpc. Fox a1- �. 4o ( or yo"^�s avevnue TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premise herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: EDWINA G. LAT N, Individually l d . EDWIN M. LATSON,. Trustge EDW,INA G. LATSON, Trustee • STATE OF Nl',E,W YORK,COUNTY OF SUFFOLK ss.: STATE�O,F NNIE�W�YORK,COUNTY OF SUFFOLK SS., On the Orr`day of 19 97 , before me On the✓`� day of ]997 , before — personally efore —personally came personally came EDWIN M. LATSnI' l:n EDWINA G. LATSON G. LATSO , as Trustees of the Estate of Alm R. Latsonde ea ec1 to me known to be the individual described in and who to me known to Se tie Individuals described in and who executed the foregoing instrument, and acknowledged that executed the foregoing instrument, and acknowledged that she executed the same. they executed the same. Notary Public Notary Public DENISE F.BURNS DENISE F.BURNS Notety Nbllo.State of NewYdrM NODY PoNo. State of New York No.4098289 NIn 595268 OpsBtled In Su9elk Counr OusllNed In Suffolk County Commission Explros September 80.19, commisslon EKplres September 0,18Y STATE OF NEW YORK,COUNTY OF ss.: STATE OF NEW YORK,COUNTY OF ss.: On the day of 19 before me On the day of 19 before me personally came personally came to me known, who, being by me duly sworn, did depose and to me known, who, being by me duly sworn, did depose and say that he resides at No, say that he resides at No. that he is the say that he is the of of the corporation described the corporation described in and which executed the foregoing instrument; that he in and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corporation, affixed by order of the board of directors of said corporation, and that he signed If name thereto by like order. and that he signed If name thereto by like order. lattrgititr trtr� 4�ale �eeA WITH COVENANT AGAINST GRANTOR'S ACTS SECTION TITLE NO. BLOCK LOT EDWINA G. LATSON, INDIVIDUALLY and COUNTY OR TOWN EDWIN M. LATSON AND EDWINA G. LATSON, as Trustees of the EstaM of Almet R. Latson ROBERT L. GAMMON AND AMY L. GAMMON Recorded At Request of Fidelity Natipnal Title RETURN BY MAIL TO: STANDARD FORM OF NEW YORK STATE LAND TITLE ASSN. Distributed by JOHN R. McNULTY, ESQ. McNULTY — SPIESS 0Fidelity National Title 633 East Main Street INSURANCE COMPANY OF NEW YORK P.O. Box 757 0 Riverhead, New York ZIpNo. 11901 0 0 U z_ 0 V W a w 0 w m 0 a w V e a y rw x H W ai W BOARD OF UHAItH . . . . . . . . . . . FORM NO. 1 3 SATS OF PLANS . . . . . . . . . • 'i�, � 'TOWN OF SOIITHOLD SURVLY .""� . . . . . . . . . . . . . . . . . . . t � ? BUILDING DEPARTMENT cllacKiX . . . . . . . . . . . . . . . Alit — 719 � TOWN unB.h slir•ru; roaM . . . . . . . . . . . . . . . . . . . t' Sou-1'1101.I), N.Y. 11971 BLDG,DEPT. Tat.: 765-1002 NOTIFY: t r TOWN OF S l711OLD_ y� ��MW�UV1 3(0p 9r� CA1.1. .�7(?. (.�. . . . . . . . . . . . i' Fmilinxed. . ........ , 19. MAIL / MAII, + \�f Appi-mel ..�Q.., 19.4e. Permit- No.�r... .......50��PU',i. A.:.I.�.l.i.�.. . 2 Disapprcm a/c . .. ......... ........................... .......................................... ........... Ikcildin, Inspector) A P .I CA'1'lON FOR BUILDING PaltM Cl' r INS'I'1 uurTONS a. Ilia applicaLionaust be campiletely frilled in by typewriter or in ink arxl sulxmitted to the Building Inspector with :1 sells of Plrms, accurate plot: plan to scale. tree according to schedule. b. flat-, plan slowing location of lot nix] of Wildings on premises, relationship to adjoining, prenises or public streets or areas, and giving a detailed description of layout of property nest be drawn on the diagram which is part of this applkal-ion. c. the work covered Iry this application piny not he cmmeroed Inefore issuance of Wilding Permit. d. Upon approval of this application, rhe Building Inspector will issue a Building Permit: to the a0vticanl.. Such peumit shall lie kepL on the premises available for inspection Ihrcxq,hont the work. e. No Wilding shall Ile occupied or used in whole or in part: for any purpose whatever until a Certifical.e of (kcoparx:y cJnll have been granted by Ole lkuilding Inspector. APPIA(S1'1'I(N IS IiEWBY MAIIi to the Wilding Department for the issuance of a Building Permit pn-s cant to (he Building Zone Ordinance of Lbe 'Town of SwUnold, Suffolk ClunLy, Neta York, and other applicable laws, Oalinences or Regulations, for die construction of1xnildings, additions or alterations, or for renloval or demolition, as herein described. 'Nle applicant agrees to crngnly with all applicable laws, ordinances, ImIilding code, Ixxusing cole, anxl regulations, anal to whit: authorized inspectors on premises arxl in Ix , di g for r essary inspections. (Signature of applicant, or retire, if a corpxmition) ......«..... It l (Mailing a(klress of. applicant:) State whether appil'cent is owner,ner, lessee, agent, archilert, engincer, general contractor, electrician, pinix-r or Imilder. ................. ,i .. ....... 1.I�.... 1 ............. .............. ..... .............................................. Fine of owner of premises ... �....................... ......................... ............. (as On the tax Voll or Palest deed) If applicant is it corporation, signat-ure of duly aut-lorized officer. ......................................................... (Name aixl Iit.le of corporate officer) 1p'\J fluilders License No. �cl ........ Plumbers license No. ......................... Electricians License No. ..................... Odder Trade's License No. .................... i I. location of land an which proposed work will be (Ione....4�`.':.�.�L'.� .........off-. A.,....................................................................... House Umber Street Rivil et (kxn(y Tax Kill No. 1000 Sec:l.lon ...Y7.-`........ Block ....0-1 ........ lot ....!, 1.1..... � 6� ic�ltit� ; Sulxivision ........ Ftled Frun L.......... (Num) 2. Slate existing use aril ocullaxly of�p/remises anal intenxk�d use soil m(lipa ncy of proposed constuntion: a, iixitaing use aril oce nlxnx:y ...... Por.C0��t............................................................ b. Tnl erxlecl use and occupancy ....S��!1tJ�1. '... (' ..W.1�1','�\�u^� 11 )cable): III.'w IkJild(ry; . . . . ., Ackiltion .... . ... . . Alierntiotp ..'..(�_ 0_ I. I illairdine o. wu.. (check nduch . J.L—... ... I)eIltyIinion Other WotIc ..... Itytk>vaI .... ... ..... Q (DeucOption) h. Gulhlmlcd Unit ... . .�.. . ...I- . . . fee ..... .. ... ...... ... ill . . .... ...•.. ...y .......r .I o he in I '...... Mn(er(of r MI Ing unll'sirat each flJrcnCi :i. if nkmllinlS, tanner Of ckaelllulS imita ..... 6 I, . .. . ...... .... . .... .... .:.. . .. . If coram, 'avast rc ants occulxux:y, alec.ify nnturee and extent: of each type of use.....�(/.�1.., .. ... .. ... 1. I liflxswicJnJsnOfr exlel Ing IJnuatInea, If' any: Rlall .. .. J.l. . .. .. . Rear . . .1. A .. . .. .. Depth .AL.1. ... ...... . IkJIl)lt ............ ... ..........I Mrd)er of Mullen .. . .. . .. ... ... . ... .. .. Dlumialonte of stole sItucture with 1111maLicon or ntldltionn: Front . . .. . . . .. . . ... . Item ....... . ....... Depth �. ... .... ikello!C .. . .. . ... ... . . .. . . . . 11,der of Slorien .. .. ... .. . ..... R. Diuxennlrxna a eiJl-he )x>ea Canal rocl hall Frcxn- . . .. . .3.8 .. .... 14!ar W . .... ... Depth . .3.R....... O)1 Ilel({Id ..... . .. .I.Q. U116or of S('ories .. .�.QI/ . ..... ... . . Q 2 9. NIwk. of lof: FrralL. ....1.U... .�. . .. .. .. 'Itnerr'. .. . . , J.9 . .. ... . . Iklath . ./.8.3,, 10. Ihde of Nichnne \��-'•'�1`,"'"^..... More of Foln er„{k.rnQr .. .�A'1�a�,'✓�. . tPI Ste ........ ... ...... .... . It. 7Axe or use dleCrict in rdnich prl'anlaea tore situated ...Pr� 1.,��� . . . AL. .. .............. ......... ..... . Il. Ikx:a prolx)ned claval nt:tlon viol' Ce ally raanio(; low, ordinance or regulnl.irart I Vo................ I'I. Will lot: be ret;ratted ... .. I ..... .... Will excess fill Ix. reumved f:roln prendnent YES R) M. Ibalrea of Mum- CA p�rle,J,nine�af../.Y;,I•...I^/}�`.,'p�.gV�Jp.. ...... Arklrenn�Q.4IJl�l.lr l(',�, ��')'.. ..... 1l tot to No. /.`��+... . ... Ntole of Archilecl.YYI`r\.J!d � C�'.Mi'•'``��.�. .. /vkhesn .. . . .. .. . . .. .. . . ... .. . . .... ... Move a). .//.... ...�.CCyy.''��.ff. . . tkae of: (kan.rsclor ....SI .!... . . .......I... ...... lwldress 11noJe Ilo./As.'. .KL 15. Is (hisvoerl. within M fees 1 1 Y � �3 y oP n Cldnl weClanxl'1 * YIf.S ... . .. .... NO .. . .... .. *1F YIS, (JYAflim) 'ICm 'I121LITS M1411-I' tJAY nf3 RF.(illl(WI), PLOT DIAGRAM ovate clearly and dintincl.ly o,ll Imildinl;a, whether existArip or pro;losed, and hxlieaCe all set-bscle dhmuulone Irrru proSeJty liras. Give street w4block txxJler or (leacripthw according to deed, mal nhrxx street tomato nal Indicate tolether' interior or corner lot. 001 ' wC •r.., nnrn w ^�.^ h;0' FGU✓rlJ`h_. f. n.^147.5 )NC. 5' li. N qV9 A0'! 110.)0' A 0.39 0 C• 00 00 51 a' LSl ii N/O/F GRACE EOSCN ' .. / .. Pu Or 00' N. il'J 11°'C• w,Y '-- 4g u l I •t JvtUvo• m 1 . ' ' N/O/F'SUSIf If1OM1fiSpN nal if I W AIS. Ae��..p ti 9 IpJ IJ� I� � "`� •�r '�° elf �� 0 lIJ1IP11Y (Nr . . .... . 'f ♦ @A�..C. . .. .. . . I 1 n•uwN (tJnlx; oC, llv tti n ;MIS orJ�it`ncC)�. . . ... . .. . . .... .. .. ..la:hy; duly ennnu, delxtnea n nix) ayn fill)(: be is the applicant nlwve amxtd, 4 II Ill! in tie ... . ...(.Cont'.d. ... .. .. .. .... . ... .... . . ... ... ... .... .......... ... .. .. ....I.. ...... ............ .. ( rnclor; nl;ell„ �cuJ ixx ule. officaer, etc.) of Bald call Jer or nxoera, and hr duly aulhurized to Imo-furan or InIVe lxerfuuted (.he fluid mala and to nrJ<e mKl file thin nppl iaution; dint nil ats(rnJenta cuntlaied in thin spill icat ton lite 1111, to lite bent of hill luilmledge. and tail,irlf; and that. life %Ann will Ile Serl'onllel In flie flcanter net: forth In the npplicatlon filed therewith. SkK)ru to heroin flr. thin �........ .dny o . .....�?Ie�I... . . . 19.. .L.�. Notary N16lic ....... �, Q....`-I...'�-:. ..... (�/�o ^ stvan .1. NMWPu e,State of Now York (Sil;uature of Applien"O No.4,910303 ouanoed in Suffolk Counly Comdsollon DO res Sept,30,19_ o ' 25 scamsPEF ' - ss Rte- Q EvaT>a a� o � p• r' £ TO AN ASSEN" DATtdll D+ ( N.Y•S• �S, 1^1:4840n �/- A( ,15p o9. c AIN 6 8 &� G , r f° , ,vim e� m 2 i PR N'31. 9 / oK cn ,� per' :. 1,4 wwf 13A E30-0 0•p0 a N�Q� #' +/ a " } Test Boring s off FOC 10.32 10 01 4 e 11 o-� oa N 1# o+ /53 LK sa 1w N N• , 1 `r Q°r p0 U, I P o 110.30 BROW LOAMY SAND siu .40- E•c /— ` 4 m Z 3' 73 / 1N OSROWN Z .'A N $ o� 4 PALE COARSE C ��� � � � � �� I FlNf TO coaRSE w�R SAND h 176.36 4Se�F sw a N S 79-33'20. W' yob "} I Q }. ? z <®euro pf a ; 15.2. �1 _ B L 4 WATER N PALE D o o hllQlF S 8A. Fhw TO q ba 2,l n� tCl._ ,° COARSE SAND S Z �IPJbIIG Na teY ; WO 3 \ �R, .p i .. �o !7 A y 4'Q s : a �0K' ', 1 Ufa 34 '�� ° o/`n / m ti nai SURVEY OF PROPERTY 3�.3. i o y go I A T SOUTHOLD A \ o8 TOWN OF SOUTHOLD ro -+ `` r _ _ I - SUFFOLK COUNTY, NL Y. � �, ��� °�� 1000- 64 - 01- PIO 14.1 SCafe. 1"= 40' 4 O %f a ,lune 19, 196 u -c . . r A ct> `` m April 2, 1997 (revisions) t �'�� n* ", r # g g i u LA June 9, 1997 (foundation 1 0 4 sp- W M S .fart 20, W8(&af) 1' ©� n W 'ia.�. fid.P-Kp r,,,.(. LOT NUMBER OF LOTS APPROVED OL el ' 1. Meru BY SCDHS. «7.VFhe,° afions , weUs and cesspools ceived AREA = 49,W sq..ft - sho ' hereon or,,�' from field observations "" ?= Ik County and, from doff) obtained from others. 1a ��`, 031998 CERTIFIED TO=ROBERT L. GAMMON / an /omira► wiHt the STAAOAROS FOR APPROVAL r AMY A. GAMMON. AAV C0X$TRUCT1aV OF SUKWACE"A6£ OF Y A 72/a �Y TM SURVEY 7�� N' 9e'g f Health Services fXSPOSAL SYSTEMS FOR SNaE FAA&Y RESV0CES 1K Vda t a 8 COMMONiVEALTN.LAND TITLE EXCEPT{AS PER SEC X209 2,ALL CMrFjCA77aNs INSURANCE COMPANY and ° Lry the co 1/ons set /odh Crarein and on do tA9115ONy� YA(JD F THRs MAPVP THEW-OF OILY F RH 96 /137' per4l to cauhect. SAID Cww WIN COPIES. THE 6tA°RE SEAL OF THE SI RVEYOR PECOANC SU EYORS, P.C. wfow S 77JNE M (5161 765 - 5020 w AQ[ut Y T& Y WITH SAeo LAW TIE TERW ALTERED BY' P. O. BOX 309 A" Usm BY, AAV ALL SURVEYORS UTLIZON..A COPY 1230 TRAVELER STREET OF"'ANO SVAP T SUCH AS ;7NSFECTep-AND SOUTHOLD, mY, !1971 lit TO-PATE ; AV MOAM 4NCE NlTN TAE LAN, . ` 96-176 X 2— 0 _10, Ry 25 ELEVATIONS ARE REFERENCED te• , ON - R TO AN ASSUMED DATUk D N l�.s ER j4. 7N s,40• �=/ AGE EpS j75.00' L 6 MAIN R T PROPS " 189' ISL F �! 3 1A cn war D BAcsKE E 80,00' 4� �� N/O IQ, E• ao �%' N Test Boring St FOO 40' p� 71 33 O DK. BR. SANDY NIOIF N 70.32' fry eIIe oo N• -- 04 LOAM LOAM SM �� - Q' " - _� 3 4 iAo I BROWN LOAMY 110.3 / m , o Q ��� SAND SM n3O � •28.40 Z s 3 7 C u N. �/ W $ � � i PALE BROWN a � d f cv ov t O 4 FINE TO COARSE 8. E h t s9. `� SSW° Q1 ., R 176.39 Vl Sip ie.z v °► 63- O. e r 1 ba�'li5 - S. 79-33'00. W. 'E THOMPSON O N e D 00 N/OAF 'USIE \a ei LpT g = WATER uv PALE BR. FINE TO btztG i COARSE SAM S rn N (P✓blt 9 N'G'te r 1 W h \ I7 Z A 0 m > e Oo \n. o/m• . / 7- SURVEY SURVEY OFs_ o PROPERTY 2Z.. o g A T SOUTHOLD A $D "� 32 o TOWN OF SOUTHOLD 2 �5s \\ 19.9 SUFFOLK COUNTY, N. Y. - . Q, v e 1000 - 64 - 01- P/O 14.1 - \k, Scale: 1"= 40. CL a; A 40 o ,.lune 19, 1996 m April 2, 1997,(revisions) SON June 9, 1997 (foundation J 4 D ' " 7' 33j0• W. EDEN M �A s. NIOIF N V z�l a i weP' � l low n D Pb �Kn s, LOT NUMBER OF LOTS APPROVED ewe BY SCDHS. The ocations of wells and cesspools SP1 OF NFip AREA = 49,180 Sq.ft - shown hereon are from field observationsS o�N r. me;, O� and 'r from doll obtained from others. CERTIFIED TO ;;:.._,.. 1 am lariat wiM the STANDARDS FOR APPROVAL ROBERT L GAMMON AAV CONSTRUCTION OF SL6SWACE SEMAGE ANY AC ZERATION OR ADO/TION TO THIS SURVEY IS A VIOLATION i AMY A. GAMMON OF SEC 7209 OF THE AEW YORK STATE EDUCATION LAW, i DISPOSAL SYSTEMS FOR SIDLE FAA�Y RESmENCES S. L1C. NO. 49618 COMMONWEALTH LAND TITLE �� b the con�lioes set lor/h herein and an the IXCEPT PER SECTK� 7209-SUWK%ON 2. ALL CERTIF/CATIONS � '' INSURANCE COMPANY Y HEREON VA LV FOR THIS MAP AND COPES THEREOF ONLY F RH 96 1/37 permit to covrshucl. SAID MAP OR COPES BEAR RHE A1FR£SSED SEAL OF THE SURVEYOR 5/ L t3 , P. C. WHOSE TC/RE APPEARS HEREON. AM LY TO COMPLY WITH SAM LAW THE TERM ALTERED BY' P. O MUST .USED BY ANY AND ALL SURVEYORS UTLaM A COPY 1230 TRAVELER STREET OF AND SURVEYOR'S AMP. TERMS SUCH AS WSPECTED'AND SOUTHOLD, N.Y. 11971 -TO-DATE'ARE NOT W COMPLGWCE 07TH THE LAW. 96-176 L ELEVAMW ARE,Q ED 'N RDl + `•yam •St ' $' w "�/ (?s'00 � TD AN ASSLIED DATG�L . - b!' cz,,,e R N3(.89o. � (�` w 8A 90.00".. y ds /` ? N Tesf Boring sf�F F(�" .X01 9 v ,a . w3 0` o. N ?0.32 6 r i��d �} ?{ w / AM W DoSR. SANDY c 30 7 eao ;,�'' �• I10 IAO BROBWLOAMY n w E. �' - . Ct1• SAND SM 28'40 Z BROW ,.a 0 a W s z \ s eR F re n 176-39 '-A SAND r ,79•�,�w W. ON N? THOWS z., ..7D ��et t� 0T D e Asa ©O � Q, �{ WATER ®V PALE A2 FAE TO • 1/ori - �• ,: - � e47ARSE SAAV _ ��✓blr� Netter ) 17 f,d z SURVEY OF N Ott N 0 PROPERTY AT SOUTHOLL? �Ci o TOWOF SOUTHOLO r® �� SUFFOLK GbUNT N. Y. o a v _ d . �,9 � V ra` VW - E4 - 01- x'1414:1 � °a � �� a 20 � .�` AfY N dune 19, 1999td,b Aprif 27 1997 !revisions/ Q ® � o O .0 O sna iATO g� $ D0to - '9 NUJ 0T5 :dRfY?CVED Nit �y F Of At u^ BY SCD. The locations of w*lk and cesspools " �N T A' - q ft shown,hereon 4 J+MV fieid observations ,o ao � and or from daft abiained from others. v�d �� 1 fadiar lHe SFAb/1A/ SFARAI'PR4VAL ' d� CO/YS7RF�CII(JN GIS BCBS IVFtCE`SENASE ANY ALTEUIM 9L�1 1 ff 77#S SL7tVEY�S.A YKN AtiOAJ c i 19 �: �p SYSTEMS FAR SKME FAMEY�SV&VCZS � � and �n7 Wk by Me coWNwset ford ricer* and m fhe YA$lC Sf�ATL`EGtYCATXxv IP . . R'� �, � .AL1. �T t3(f c�a € � • P&W to Cabot �A6M1'�Ad Grf+flEs 7h€ GF Gk.� sa/ .1's fi 'f9678 �utfaUc Ca.C'3F s1t G1� Tr, qP PSC En•.�6ontn��t�f-'5��� , 'C� . : . AWT BEADfN S 4�►A ME e �T ER T CF ANS �tAP $CIq!AS A!p kBlmtTi il1dF my W1 f�,"—C LAW t a i � Y , Fj Lesser• � ., a SS,�00 z 6C j � 6nQ,,, w ` h ,Smith �_,__,M.:.......:,_._. I !9 l oa L 9 A-0.Ll 00 l-w o a hffj'<; I I2, 008 N nl Z0,000 ffl ,ZZ,0 - 00 1 h SID r O yp 45,000 � 44 4 zo ±- ,. mss ChAIRMAN Dov : A AIA Te-l.0 1 V1+ 1 N! Nate : Laf dirrrgnsioafs orid amus crrc ,.�''A'Q,'d.t:.''�.Q i♦i*,. �.`i`r^ ;;d, �..,.:._.._.__.. . . ✓O 1r99N fG' AYJi 2 A' . Ar' 11AOTS l - 5, h. 0 r1C- , MAPPPO MA Y 4 J97/. r ii SSR ^Sr A ' VAN TUYL. 50 N rCt�s ' W '. '. .. � ,V 4.n�{�. � . ,_;NQS 1'"1" /u_ � .. • 1` • Y 1 " L%cerlVed Lund surveyors ' Grceaa�or�t, 1J. Y'. 23:_8,: 20:_8 : ITT s �2'-0" x 4" GONG. APRON ! 20:_©:: I I li I � I I lV � ___ .- ry �' 1 4' V.TR ROOF i i j I � I I PI-CN sjmAB--- - h q I I 1 I 1/8" PER /FT. r _ I Il, I I I Q ' 0 LAVA I -� TUB, i rtl Q Q I� I I - &ICLLER FlR 2ND FLR o I 2 I T- -�-- '� • I I"L - 7x8 RRt'�__16. D:. I I 'T-- -I 48"OL. ----I-_-_--Y------ ----! 2 : � I I -65N (I I I 1 I 1 co o II �c"' i 1 i 5Nc Lay.' "v LAV� V -7� 1 1�'JI45ER --------14'_�I— --- - -FiN. IST PLR }{� 4 1 'Q x 70 CJ.• 'b'm.G +- ^ 4^ L +°LB- + 4' 8 li�' W/CEDAR HNI&4 „ I I TO S.OD115.AFT'ROvED I I n° m -2 m SANITARY SYSTEM I 4^-. CA. IA -a I CODE-li FAN \6`I *--- -- —__ ' 1y-__------�_-____ — y I �\\ F� : I / I icH A9 PER '175. GN235 _ CR 23 III FIW 6068 ` _,L j \ __ -._ .__-- -_ p � �LD. CD + -- LO GELLAR E� KIND � V _ BUELR L _ KITCHEN IL I I Q — � _-- �— -©:: �:: ! 3:_8:l :� 0 4 13'-0" I4.— 'r 4I-- ------ — -- - --- x I i j 71 I I 7x51 FJ. �O iJL _ • 161 OL.� -W-AL _V ) --- tO -2x10 FJ. �I • 6'OA NF.DLU�.!-E\L FOR 4,: v _0" BOILER_ BEARNCF-, O -CWALL -BEARIxN9G'WALL LI%iNG RQ.P-1" n-y-o� 0m N : FER GOER 3._4.. 4 5'-O" 41' 3 _ 605 atrF097],)16 w II I o DRALN 1 - '�I Sl,l-*y ,.'� an:m FJ. I ALL BEARING WALLS TO REST DA'E: 0-3-96' Er.,.alsT =::N - < - aa,. ON TOP OF BAR JOINT BELOW --- LS PER N.Y5. r-' 30 e I SCALE: AS NOTEi �� • '6' O5. CODE � I GfflaM\ R['alllCiw.D 2852 :T. 2852 7852 Q 4i _ _ — ._ _ __ I In�IA ffI" !2) 2x10Gh - _ GGA f2) 2x10 GCA i2r 2x10 GCA (7. 2x10 GGA R) 2x10 ___ _ _ ✓ ��1'- �`'Ic- : k - - --- - - - - -- - - � 2 x4" GOA POST M MM. (TYP.) 6n �'ll1 ONE 0:: a 6 - 8. B,, 8 Im� --- - -88-----� 6�-- - 6-a�-- :- �':- - bn DF -all J. 61-411- - 4:-41:--- - -- - - -- - - - - -- - - - --- -- --- ---- --- - -- - 0 FIRST FLOOR PIAN SCALE 1/4" = I'-&' Y �� N6w / 44'-4" NEW 12" PLYWOOD SHEATHING—� (2) 2x4 .40 PRESSURE TRTD. WD. SILL PLATE ANCHORED TO CONC. PNDN. _ _______ _ ________ ____ WALL W/ 1x2" DIA. A8. m S'•0" QC MINIMUM r —� 12" EMBEDMENT (NOT MORE THAN 12" I I I I I EA. WAY FROM CORNERS)--- - - - ---- - ------ --- �. TERMITE 5HIELD --�, 4" SONO. SLAB W/ + SILL SEALER II W.WP1 OVER ' b MIL. POLYETHYLENE DROP KWALL VAPOR BARRIER SLA . PouR LAeQF dill GAR4GE DOOR OPN'G. 6" WELL COMP. GRAVEL ' Q/✓' 'ill,i FINISH D F R. FILL n/ ryry��,�/✓/y��pp, / 1 31`• BTD WT. aTEEL PIPE ✓� 15" I CDL. ON 7 -Or�'-0•xP•m" ! 01 L . - ":._ ., POURED CONC.WG. L I—I _TAT __� 9�-a I e � � l'G'P✓✓,iG,l7.e� �=L—� e ��'� '/�- II-111=111—I 1-11i II-11 11 cv �.E'„•G 111= — _ PROVIDE RIGID INSUL. , ,,,,,.„..•"' 'TT� —� TIT (R-10) m INT. FNDN. WALL Z—' ARA6Ec I 1— 5" P.LP, CONC. FNDN. WALL OVER CONC. SLAB RI ENP'D 8"D x I'-4" CONI. CONC. FTG. W/bxo 1010 111111 M. OVER W/ 2 x 4 KEYWAY 4" WELL TIII jl PILL - SLOPE DN 2" DROP RNON. WALL (2) 05 REBAR CONT. I I TO OVC3NI DOOR + POUR SLAB OVER III 1 0 IN ALL P.C. FTGS. TYP. I GAR8rAE DOOR 01 jI q, SII ! / j I III L- - ------ - - ------ - ------ - ----) / `—�-- - -------- ------- - -� ----- -----J CiARA(3E SLAB DETAIL Lb SCALE 3/4° . 1'-0" PORCH i 4" CONI $LA0 RIENP'D. W/bx6 1010 W.W.H. ONUS _ PILL `�� - I I I -- -- ---- - - ------ - - ------- -------- - --T -- - ------ - - ------ - - - --- - - - - -L " 3 car --P ---- - - ------ - - -------- -------- - ------ - ---- -- - - ------ - - -i I - tv � e COMPAC I FILL N081706 I I 2T9 GALLON 1 ' . OIL TANK I Im � ' ' I I I I„ A_ MAT�RRfALB I I. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR EXCAVATION OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE CLEAN i 1 I I I I SAND, GRAVEL, EARTH OR A MIXTURE OF THESE CONTAINING NO ORGANIC MATTER WITH A I MAXIMUM SIZE OF FOUR INCHES. - I I II R FIREPROOF CEILING W/ H 2 COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR "BANKRUN" 9/e" TYPE "x" GYP BD 13AS PER FLYS CODE y GRAVEL FROM SITE OR SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED A ? J tf '3 9 SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE - S ` — o � � 9 � s : l (p I " I J(�/'g'1 MINIMUM BEARING CAPACITY TO BE TWO TONS PER 5Q. FT. I i � HW e01�ER � ,� i I \I y�� / f�it��""� 8. COMPAGT�'D BACFCPfLL O 2P���b P I. PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE I I 1 WALLS AND FOOTINGS HAVE ATTAINED FULL [DESIGN STRENGTH AND PIPING AND OTHER 21 r —r r— — ITEMS BELOW BACKFILL HAVE BEEN TEST APPROVED. 2. BACKFILL AND FILL TO NEW 5URFACE GRADES A5 REQUIRED. IF SUFFICIENT SOUND ' I 1 BASEMENT L_ — _ _ _ �F' --' L— — 3"� eTD. WT. aTEEL PIPE i I _' /,, I 0 COL. ON 2'-0°x0'•0"xr•0" I v ca S qy AND APPROVED FILL MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATION5 ") 1 M 4" CONC SLAB RIENP'D POURED CCNC FTC. (TYP.) " `� m Q TO REQUIRED GRADES, PROVIDE SAME, 11/6x6 1010 N.N M OVER )V�� I I 4" WELL TAMPED GRAVEL I I I PILL 1 1 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED IN ACCORDANCE WITH THE FOLLCWING PROCEDURE: DO NOT PROCEED WITH UNGERVIINIIERS CFHgFIGUL 1 I FRAMING UNTIL SURVEY KQUIREg I I I IA) BEFORE PLACEMENT OF FILL THE EXISTING GRAUND SURFACE , I OF FOUNDATION LOCATION SHALL BE STRIPPED OF ALL ORGANIC GROWTH, UIOOr) RUBBISN, REVISION, I I HAS BEEN APPROVE& DEBRIS AND OTHER [DELETERIOUS OR UNSUITABLE MATERIALS. I I I AR S NOTE AFTER STRIPPING, THE GROUND SURFACE 5HCULD BE COMPACTED ' 8 f71 TO THE DENSITY DESCRIBED BELOW. PROUECT B,R No, P;1TE: q 9EE' nv x B) MATERIALS FOR FILL SHALL CON615T OF CLEAN GRANULAR SOIL 9629 I r-- -- , I rao1IF ILDING DE qT CONTAINING NO DELETERIOUS MATTER IT SHALL CONTAIN NO DRAWN BY: a o OCCUPANCY OR 65-1802 s AM TO 4 OR •'NE PARTICALES EXCEEDING 4' IN ITS LAFiI DIMENSION, BE WELL R W L I I m USE IS UNLAWFUL I.FOLLOWINGFDA INSPECTIONS: GRADED AND CONTAIN NO MORE THAN 0/ BY WEIGHT OF MATERIAL L_— L_ — g v I� P I. FOUNDATION - TWOREQUIRED PA55INLT THE NUMBER 20P1 SIEVE DATE: Im-W-96 1 ITHOOT CERTIFICATE FOR POURED CONCRETE 36 a '-all 8 OF OCCUPANCY ='' ROUGH - FRAMING & PLUMFrNC C) FILL SHALL BE PLACED AND COMPACTED AT ITS OPTIMUM SCALE- A5 NOTED 18. iWULATION IF 1Iddl - CONSTRuciIUN nrnJOT MOISTURE CONTENT IN UNIFORM LAYERS N07 MORE THAN ONE EIS;COMPLETE FOR C.O. FOOT THICK AND EACH LAYER SHALL 8E iHOOUGHLY COMPACTED — '----- -I PALL CONSTRUCTION SHALL Ga7,_ET TO A EN. '- - - — - - ------ - ------ - ------- - ------- - ------ - - -� I `t � D SITYCF95ysOFITSMAXIMNMDENSITTA9DETERMMEDBY FHE 01OUIREMENTS OF THE N.Y. ASTM DI551 (MODIFIED PROCTOR DENSITY). FIELD DENSITY SHALL " --- — ---- - " S sE CONSTRUCTION & ENERGY BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACCORDANCE +�I'+'�:S. NOT RESPONSIBLE FOTO WITH A5TM D1556 (SAND GONE METHOD). FILL SHALL Not BE 15OLTE CA LEDGER µ K - 01I OR CONSTRUCTION ERRORS 90LTED t0 a ,4 I I"x 4"CCA DECKING PLACED WHEN FROZEN OR ON FROZEN SUBGRADE. D FouNDATION o 0 9 D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY ec7UTF4OL.p, KY., INSPECTED BY A SOILS ENGINEER SHEET (7)$"xe" GCA_ _ (7) 1"x8" C_G!a (2) a°xH^ (.CA (1)_7"x8" GGA _ (7)2"xe" GGA �^�� . CK FOOTIN, ALL PLUMBING WASTE 3'-0' DEPT eELow GIN. P,Lt]A/1liER CERTIFICATION PLUMBING GRA(TYPDE MIR rOR L) ON ,LEAD COIVTtNT BEFORE &WATER LINES NEED 6" 7'-01l 1' 6" 6'-01. I'-C" �'-0" 6" CNRTIFICATE OF OCCUPANCY TE STING BEFORE COVERING OF ONE SOLDER USED IN WATER CANNOT If copper tubing is used /.°j��FSt J• O�c,L SUPPLY SYSTEM of I% LEAD' for water distributing 4d .4 EXCEED 2/90 system: g e pipin shell be I±DI.TNQAvTION of types K of L only �, SCAT I/4W . I'-O" y r �� 441.411 /,✓��/'lB�- � a i � _ 201-8" 6 x 4' GONG. APRON ` z 2m "m v o FA O` , O �i GARAGE --fix I x . T ry ' 3" 6TD. Wi'. STEEL N m 1 PIPE CAL. (TYP.) l - - / �G` � i � /, " !31 2"x10" 00 GIRDER _ 1 L3)?"x10" GIRDER ,T � ��/ / 101_011 101_01l 11 FITCH 5LAp Ire" PER ) FT. s, cri o o x 1 I N In r 2x QTR.•�.a 'w"Q.9. . N �' i '��ilwl'`r�..--� I .• _ _I _ . _C .- .. " _ _ _f i ,.,, I _"__'., 14"-m x 2rB Gd° I6"dL. x r'i ';l. nip ' - I r DAR FM15V1 '+ 1 – ,• j _ _ _ - __ p 9XHAL6T Ill 14'-2 „n, �'-211 m - < =.�.o. aF�r<_,�c• 1 F e til � r AS PER N.1'.9. .. ' "rlgK '�•'r'I ii . CODE CN236 C41 23 FU.G 606L, _ (2)2A0 1H ICG - x` . UAL , MATH4 QII 11FYa iI 41161 " p I' 4"1 (Ui I Q x Of20 2x10 O2x10 FJ. 2x10 FJ OG (v •W r ' Pxet OCR pantry tD c)) 2• 1 ! 1 v li FLUE FOR 41 4' 3l 2'-(O' 4 71 FJ 501LER • 'OL. 2 5EARIK3 WALL J (c', 26 Io CtARING— - WALL 31_41 41 5i mll 41 V-0' n Q ' PROVIDE OPENINGS FOR � x a REVI5IGN: _ `t EMERGENCY ESCAPE AS N F ROJECT No. 0 OBYPARL7140 s %05 N.Y. STATE BUILDING COD '' - 411 131-41' 411 2r . 11 8'-m" 4'1 DR4¢N ET: 4, 1 — NOTE w H K 2x10 FJ , 2x L FJ. ALL BEARING WALLS TO REST • a A RTx N 30 oL ON TOP OF BAR JOIST BELOW DATE 0.3_96 Coos ml SCALE: A5 NOTED (4 2152 2062 .2562 2102 GAM" REEM . R � A � � •/��} � SOU7�IOL0, N.Y- ' (2) 2x10 CA _ _ (2)2x19 ^LGA _ (2) 2x1 C A (2) 2x10 CCA _ _ (2)2x10_CCA SWEET MIX ( Tp.) POST A—!� ' MIX CNP.) � L IV /_ Y/1, Ti-mil - 1_( ll Gi oil �'-6 ,'_ 11 /_ 11 ONE 31_pl� 61_811 Si_pl� V W 8�_pp ! 1_011 31_11 �(/ t�pEC ,qO J. k;�, F _011 6'_411 44l_4" A • ' FIRST FLOOR PLAN �x SCALE 1/4^ . 1'-0^ 1 y� ( I GENERAL NOTIs L CONTRACTOR 54A-L CHECK AND VERIFY ALL CONDITIONS AT THE 817E 22. INSTALL AB PER OWNERS DIFEC(ION ANY AND ALL INTERCOM AND PRIOR TO STARTING OF WORK ANp HE SHALL FAMILIARIZE 14MW WITH TELEPHONE WRING M WALLS PRIOR TO N45TALLATM OF WALL BOARD, THE INTENT OF THESE PLANS AND MAKE WOW AMC WITH SAME ALL TEPPERAW CONTROL WRING SHALL EE MN CONCEaLEp M CALLS, 2.CONTRACTOR OR OWNER SHALL 05TAN A BUILDING PEI FRAM THE FLOOR AND OR CEILING TONIN O SOUTHOLD PRIOR TO 5TARTING ANY WORK � 73.ALL DRYWALL SHALL BE USG,NATIONAL GTPSM CO. TR' TUCK ' - UNLESS OTHERWISE NOTED. y 3GONTRACTCR SHALL OBTAIN ALL RETUARED AfWYAL6 FER41T8, 24.OWNER SHALL SELECT ALL COLORS. CERTIFICATES OF OCCUPANCY,SL+FEGTICN APFROVAL8,ETC,FOR WORK 25.THE CONTRACTOR 6HALL KEEP THE PREMISES S ADURRC,utlplrJG AREA AAl UNFINISHED ANTICPERFORMED FROMAGENCIESHAVING JURBDIO710N THEREOF. FREE FROM ACOMATION OF WASTE THE OPERATIONS UNDER I"CONTRACT,MATERIALS OR RUBBISH CAUSED BY 4 ALL WOW,SHALL CONFORM TO NY.S CONSTRUCTION COX AND ALL RA 26AT COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE FROM THE AND W-6ULATION5 OF THE TOW OF SOUTHOLD. SITE WASTE MATERIALS,WeBISH AHD SURPLUS MATERIALS" 9JF N THE COLLO E OF CON811RJCtION A CoOtTICN EXISTS WHICH 21. DO NOT SCALE DRAIWWA WRITTEN DIME4510N5 SUppRCEDE SCALED DISAGItES WITH THAT AS, INDICATED ON TNESE PLANS, THE CONTRACTOR DIMENSIONS. - - SHALL STOP PROC� WIND , TFY*0 THE N*WITH T.SHOULD HE FAL r0 SHALL REMAIN THE PROPERTY OF THE ARCHITECT UNETLIER THE PROJECT aL08ET FOLLOW iHl9 PROGEDLFB, AND CCNTU4IE WITH i+lE WORK,HE e114LL 20.DRA NNW AND SPECIFICATIONS A5 MTRUENTS OF BERvICE ARE AND THERE EQTFOR WHICH THEY ATE MADE IS E�OUTED OR NOT.THEY ARE NOT TO BE ' EB 5` o o N ASSUME ALL RESPONSIBILITY LIABILITY ARBN3 FROM USED ON ANY OTHER PROJECTS OR EXTEN910N8 TO TH5 FRO,ECT EXCEPT y jy (9 tt 66RADNC ARCLW NEW CONSTRICTION SHALL SLOPE AWAY AND BLEND INTO BY AGREEMENT N WRITING AND COMPENSATION TO THE AW-41TECT EXIStINfi M4XMUM iBLOPE t*ALL REGRADED AREAS SHALL BE 1:3 AS PER 29ALL WOOD F'C8t8 SHALL REST ON FOINDAtCN WAI.L6 OR SiR1CTURAI I'EMBERS. 1 -�" 4'�� , , 50�• 15 THE TOWN OF WU1HI FLANKING,DEPT, 90 ALL INTERIOR PANTING 18 TO BE INCLUDED IN THE CONTRACTORS 9,_8'1 � � �" 150 PROPOSAL a Ino - ry o BDIL BEARN`4 CAPACITY O 7 ONS PER 9Q Ft.AND SOIL HALL ITH NAVE A MNhlM OF 31 ALL INTERIOR TRIM 15 TO OF PUNTED J V B 3-@ OF COVER 32.ALL EXCAVATION COSTS WILL BE INCLUDED N CCNiRACTOR6 BID PROPOSAL EX A16T FAN �� BALL CONCRETE SHALL BE 3000 F61 MIK CONCRETE•2S DAYS 33.CONTRACTOR IS TO PROVIDE ALUM CURERS,LEADER, L EXCAVATION 34.PROVIDE ASPHALT DRIVEWAY AS PER SITE PLAN. 9 c6 PER N.Yb. 7-2o 3 , 5LLPROVIDE DAMFPIIB70FIN GS WITH MOI L ON MASTIC ON ALL FOUNDATION 35FINAL GRADING 16 i0 BE NCLIDED N CONIRACTOR6 BID PI.I7PWAL.BBQQM ,-1 " 3'_m" BEDRGCFI 0 _ 10 DE6Y/N LOAD - 40'/Sf LIVE LOAD 36. CONTRACTOR SHALL PROVIDE THE T9LLOUW ALLOWANCES, �j 6:FIRST FLOOR MULL ION o _ V SUPPORT �' t�10 SECOND FLOOR- 30N6F- LIVE LOAD I FLUMBI1Y+FDCW1�S .�rl 9uPFORT rn J ROOF- 36W'SF• LIVE LOAD Z,LKd4T fIXTUREB Mullla4 OAD 3,KITCHEN AND VANITY CABINETS IIDMI(IN TIMBER 57RE86 --DOUGLAS- LIVE L S IR - 5OU74 40.2 GRADE FB : ' • ' 825 1-81,E • 12P Lift P81, 4 CERAMIC TILE O 51.ALL FLOOR J016TS 5HALL BE LATERALLY SUPPORTED BY BRIDGING PROYID PENING GALL HEADER66HALL BE(7)2" X6' +2'X4' WALL61(3) 2"XS," OR BLIX2CING + NTERVALgNOT EXCEIDING EGHT FEET. r „�� •2"rte"WALLS Ud.E;86 NOTED O7HERWSE. 38.ALL FLASHIKs SHALL BE ALUMNUM EMERGE Y ESCAP PROVIDE ENINGS FOR t� 5 ALL HEADERS eHLAu BEAR ON a'xa' DOST a 2'k4" WALLS OR a'xe" 39'ALL RAFTERS SHALL BE ANCHCFSP TO FRAI-W WALLS WITH 4URRCANE REQUIRED Y PART. 7U OF POST +2"Xe'WALLIS U1.Ee.6 NOTED OTHERWISE CLIPS. N.Y. STATE ILDING CODE. lB4TH�0M EMERGEN ESCAPE AS 40.ALL METAL JOIST HANNG0R3 AND OTHER METAL CONNECTORS F'.EOWRED REQUIRED PART. 7U OF = 14. DOUBLE JOIST8 UNDER ALL PARTITIONS PARALLEL TO SAME AND SHALL BE 'S"150N STRONG-TIE"OR EaUAL AND SHALL NIDE CAPABLE IIDING CODE. �, / ✓ AROUND,ALL OPENINGS. OF HANDLING LOADS.CONNECTION POINTS!INSTALLATIONS SFUrLL BE ALAMM IN STRCT CONFORMANCE WITH MANUFACTURE5 SPECIFICATIONS AND S /� DEV N DOMFLIIANCE WITH SECTIONA 500OF NY6. 5UL DING _ FECOTEi4DATILNS. CON5TRNCTION CODE_ 41 PLYWOOD DECKING 54ALL BE EXTERIOR GRADE PLYWOOD WITH EDGES, SHALL BE BOARD Or FIRE UVERWIRTIR IMIDSLOCKED. AFALL ROVEV LINSSTAL�EF PER DIRECTION AALLL TBITRA� CONTROL 442.3.ALDRYWALL DR FWASHALL SHALL eC SIIPRmcpAND AND WANTED(rNI��At6) .: 0UIRING BE IN UALLS, °3 :0 3032 ;. - 3032 - 39)32 ?�jr/S IIHEATI5, SYSTEM SHALL BE CAPABLE 0= MAINTAINING 10 DEGREES 44 ALL PIPING SHALL BE INSTALLED AND CONCEALED N WALLS FLOOR /� AND OR CEILNSS RADIANT BASEBOARD ELEMENTS WALL BE SWFICENT - V -✓ WITHH AIb FW WIND Y LE19'ER4iURE AT 0 DEGREES FAHRENHEIT AMBIENT LENGH N EACH ROOM TO MAINTAIN A 10'F INTERIOR III-FtFg7111� n r- AT O'EXTERIOR TEMPERATURE WITH A 15 MPH WIND VELOCITY. ' W 16,FFDODE OIL FIRED HOT WATER HEgriW SYSTEM VEIL YOLAM 45.PCURUS FILL SHALL DE WELL COMPACTED N 6' NCREMENT8 `T b' BOILER 4 32 GAL IBCCK HOT WATER HEATER 46.ARCHITECT.HAS,NOT BEEN RETAREp FOR ON 017E WffCTION6 AND OR IS ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH N.YS OBSERVATIONS OF THE CCNETM ION V BULDNI CONSTRUCTION CODE 20SANNITARY DI5POAAL SYSTEM STALL BE SIRFOLK COUNTY DEPT, OF HEALTH SERVICES AFPRPrED FOR DES124 40 NVALLAIICN. SY61£M TO 2'_(�" BE 900 GAL MINIMUM SEPTIC TANK AND IDOL 60. FT SIDEMALLAREA LEAONN'G POOL. - 21ALL WINDOW MODEL NUMBERS REFER TO ANWINDOWS EXTFRCR 6fD„ 6'-6" 5'-0 ' S'-�D" FNISN TO OF UNITE VINYL INTERIOR FN150 AS PER OWNERS NSTRICTIC". FROWIDE ThIl 60M£EN6 AND JAMB EXTENDERS . U VALUE CALCULATIONS SECOND FLOOR PLAN IRoa/CEILING SUMMARY OP TOTAL :rHj RMAL RArIN6 SCALE I/4" . V-0" IF THE TOTAL THERMAL RATING I6 ZERO (0)OR GREATER THE OUTSIDE AIR FILM R • .Il FPROP05ED DESIC44 FOR THE BUILDING FTIVELOPE COMPLIES W/ 1THE ENERGY CGDE ASPHALT ROOF 3FIIAL:,I.£5 R • .44 THERMAL TABLE AREA U-VALUE RATING USNED 1130 FELT R • D6 A. WALL A66EMBLY 'h" PLYWOOD SHEATHING R . b2 Al. NET WALLS 2;40 . @ + IDN 195 6-I b" 547T ULULATION R . ID20 (FOIL FACED) A2. GLA7NG 212. 36 i 32 -40 6-1 REVISION. NTS ENERGY CONSERVATION CaOTE 17ION CODE NOTES, MARCH l 1941 HN" GYP. BD, WALL BD. R • .;3 A.B. DOORS 20 + IDI 2 6-I PdRi 6-1816 BUILDING DE81CN BY THERMS RdTMC•METHOD INSIDE AIR FILM R • b8F°ROJECT NO: _ I ALL WORK 5HALL CONFOW TO NYS. ENERiY CONSERVATION CONSTRUCTION CODE 93% TOTAL R • CAVRY R • 21.40 U = A5 SUBTOTAL THERMAL RATING FOR SECTION A (AIM2,A3) 151 %ob AND SHALL MEET BUT NOT BE LIMITED TO THE FOLLOWING MINIMUM TEO11FeEMiENTB 1% TOTAL- R • RAFTER R • IIAE, B. ROOF/GE L IACs ASSEMBLY DRlALN $r: ' 2. DESIGN VALUE$- 6000 MOVE DAY6: FIFI OORAI*4 ATEDSPACE 15L ROOF/CEILING ppb + 046 0 6.3 W H K 3. WINDOW AND DOOR MANWcACURERB SHALL CERTIFY THAT THEIR PRODUCT$MEET N61DE AIR FILM IR • .68 DATE: 10-10-% MINIMUMU VALUES INDICATED AND AIR INFILTRATION RATES AS PER CODE. ' 62. SKYLIGHTS 0 + ,42 0 6.3 3/4" 1 N G OSB 9UBFLOOR R . L38 4. FIREPLACE SHALL BE EQUIPPED WITH THE (81.02) •DAMPER WITH AIR LEAKAGE OF 20 CFM.MAXIMUMAXIMUM AT SCALE- A8 NOTED AT 03 INCHES WATER CaNIGE STILL 41R SPACE R • b2 51IB70TAL THERMAL RATING FOR SWC71ON IS -PAMPER all. LOCATE AIR VENTS WITH TOTAL CAPACITY OF , DgIEN 160 CFM. 5 'h" BATT INSULATICN R . 19.00 C. FLOOR A55EMBLY GO MSN RESNH�iCE TO 700 CFM.LOCATED M HEARTH OR A181pE5 OF FIREBOX, pM1FER SHALL BE CAPABLE OF BEING FULLY CLOSED. STILL AIR HLM R . bl Cl. FLOOR 1216 + .046 140 6-3 S. OIL FIRED SERVICE LATER HEATING EQUIPMENT MINI PEFEORIANCE -Ef GREATER S5% TOTAL R e CAVITY R •22b5 U . D5 THAN 55 - .W5V 7% TOTAL R 4 J015T R • Dbb C2. FOUNDATION WALL 60UTHCLP. KY. b. H.vAC.EQUIPMENT SHALL MEET THE fOLLCWRAi REQURfMENTb; WALLU14LL PERIMETER _ 0�F - MINIMUM COMBUSTION EFFICIENCY OF 10%ARE (GA5)15k AFUE(OIL) `$' - ABOVE GRADE EXPOSURE 0 SHEET • D O, SOWN T THE PERFORMANCE SHALL BE VATI£p BY THE MANUFACTURER FDR OU75IDE AIR FILM R 11 colrFDRM G WITH THE NLYB. ENERGY BV IF AN✓SHAT.CODE. INSULATION DEPTH PROVIM05TAA SEiANG RANGE N F TO 85'F AND SHALL N CAPABLE CF CEDARNMYL (AVERAGE) R = b9 _ PROVIDING A DEAD BAND O NO LESS THAN 5'F BETWEEN RILL HEATINIG AND 8 241 B FO UF_ A 3 COOLING. iYVEK R • IDS B4" ftDDTNC. 1. SERVICE HST WATER SUPPLY ANDCI APIPING SHALL BE INSULATED fie" 088 SHEATHING R • .{6 PERIMETER R-)COME 3 OF FIVE INN ACCORDANCE WITH THE RYS.£ENERGYY CONSERVATION ON CONSTRUCTION CODE. THESE - . DRAWRNGB �g aE(i (+- 8. AND SPECIFICATIONS WAVE BEEN PREPARED BY OR UNDER TH3 V2" BATT INSULATION R • 1300 CID. 8LA6 EDGE INSULATION J. A. UNDE !FOIL FACED) � J ' DIRECTION CK THEaNER SIGNED + TO THE BEST OF THE UNDERSIGNED KNOWLEDC£, �Q IMFORIATION,AND BELIC .MEET THE REQUIREMENTS OF THE NX.5.ENE%T h"CONSERVATION ' GYP BD R, - .68 5U51dEAL THERMAL RATING FOR SECTION C (CI+C24c3) 140 R cSrRucrlDN coPE tnaRCH I, 59u . TOTAL THERMAL RATING U INSIDE AIR FILM R b8 Oa ` 85% TOTAL R . CAVITY R • 21A8 U = IDN 5% TOTAL R • STUD R • 938 + 29l y t yp+! OPP NE N ARCHITECTURAL GRADE Al ROOF ISFNNGLEb - ., COLOR AS PER OWNER ni 'J.� i �.i_ y T i I 'I .i_I i II 3'-0' HIGH RAILING - 11 L. I L I ,I 1 ; ' _ �! .I� i "I L Ll 1 I _ STAINED CEDAR PEFWECTION i 1 :- - yi i l- 9NINGLE9 - COLOR AS PER OWNER 2"x6'CAP W/ 1'x4" 4 1 ; - RAIL OVER Y"l PICKETS _ J IL - L J. _ ON 2-'x3" 5AIW - COLOR III \ STYLE AS PER OWNER - I. II - I- \\ 1 I_ Li t - -I 11.;._r-i.. 11_ EL. ,0._m.. I ' � I � LIQ-I _LI.I II I I I I I I I I I I II I III II II II II IIL----- ---_� LJ LJ LJ LJ LJ LJL----- - ---� I I I I I I I 1 I { I I I I I -------- ------- - ------- - ------- -------- ------- - - ---- --- ------J L -J • FRO'NT ELEVATION SCALE I/4" I'-0" _f I"x4" WOOD TRIM PAINTED AS PER OWNER ii U tn Ti,' -i t i ILI i J , L CVl PERPECTION "x4" UA70D TRIM .. i PAINTED AS PER —_T f SHINGLES STAINED - 1 III -� I U- COLM AS PER OWNER - - - - OWNER - _ --- - — - 11 �IL. I, II iIi - . . - - L, i . I�_. IIII �� : _; ._ I . it -, ? I � I 1 11 I� L 1 1_ i J1Li�i Jl1�l LL 111 111 a L1 �t1 1 -_: _ _ III 'I ; I I--[] jI R ��la,: ;u I >� L �: _ _ _ _ILII Eli. i 11�I IIII , LU , I _jI � �, llL Il ��� - _— _- _ _ Il .I1 '�._ �llIIII _ IJI PROJEGTNO: . �. L -JL - �L 1 �L . L 1 � I 1-�._LL_J.J_ I-�' I - ! 1 -l_ I L-ll J-L� I - - - 1 LJ-__I I ' _I L L .��. L.. I ' 1 �_ � l { T . - 1 1-I L 11 I I I ] ' 44 .� I 1 1 1 I I ' I� DRAM BY. I! h�llL iL �l �1 IIIa�'- �L���1 � ._. 11. I 't I�- III X11 I , II I �: . .� �I � I_ I ilil 11 1 1 C LI I I , I; I I r I I I I I I I r lI f.� I I � I wuK IIIl DATE: 10-10-96 .I.{J L_i l LI - i_ it 1 - L- L. 1 I 1 ', 1 I � —I'll CORNER BOARDS a Jl 1_I. J- LL 1 I _a I J i , l '_ . 1 _f SGALE= A9 NOTED I 1 -• 1 Ii - - PAINTED AS PER OWNER &-0" HIGH RAILING - 2ml CAP W/ PM4� o-�.�V � .ti- I 1_J I FI _�L L -� � T � L-I�T l _ RAIL OYER SE - PIOKET9 � �I ' ,._I_L � � FFH FFH1 _� 1 11 1- 1� � � ' �I _L '1 i ' 1 IL Ll I � _ i J-1 !. � � I /�����► ON 2'7tr"' CASE - I-10c t I I II ' GOO STILE AS PER OWNER II_I,L 'J l� Mil l! L! ' ILfJ1- IJ1� !f-ill it i1 � _i �� _1L�I LL �, li j L-. � ' 1 11 I i. I I,_ J J 'li 11 IliAt i J LI1L1_ ' Iil 111 l l l 1 . 1 IJ..I I' l _I 1LL' LI I .I _L�_L� JL1L_l1 Ll L1LiL LJ �lLI 11 11_ LL11.1 _L1 i_ 111L! II_,_1iJ i _.x_11. C� . LL 1_ 111 1 SWEET I A-4 II I I I I 1 LJ -- ---I, OF ONE L----- - --------------- - ---.--- -----J I I -. I �a<c nq 1 L. `.---T-.`-_ ----- .^------ - ---._,__--------- - - - --J C r .gM §D$.� VAT7aON SCALE /4"4'T-0' :<c.. L f. ], r_ it 11 II I i f i_ i I l LI- Lit_ - �i _ l 1ti_ — - I J� L ' J [ 11. 11,1 flk iL .1 1LI ARGHIIEGTURA4 GRADE I, .LJ 1.L i x4" WOO TRIM - . III .h � ASPHALT ROOF 6HING•ES - I t 1 ' I I'' � ! �'1 ' PAINTED AS PER 1 1 _� L_ I �� � . L- � , JJ .III{I�L �,y 11 COLOR 46 PER OWNER ITT] J4 f, OWNER l l {Ll I lJ � I_ .-11L 1 -� I Lj � I_lIIIL � II Ll Lill 11 1�L _ 1 . ILLI 1 I� [ 11 _LI IL_ III _ I II �� II I� L II LI' IL I� I I ' - L_ - - � L LIh LI JI L I L I1 � III I - -�, L_. 11 L I,1-_ L 1L 1� 1 L : 11 ! I I L I_ I I I L IL111 111 -J 11 11 - , 1 J �I- I II I I IIII , J1 I, 1 1 1 ! I �_ 4 �_ L� ._ LJ II L�_L:_ '.I L � ili ! L 1 '1 1 11� II. x4' C01aJER BOANV6 !ILII �- l J IJ 1 P 1i AIN A0 PER CWNER PAINTED COLIJPM 91rLE AS PER I � III III ' I Ill _ I 1 .' 11 L � L- U-J� 1 LL It . I : ! ill , _ � 1 I J I, I J 1 1 I L I L J _ 1 1 _ a _ _ OWNERS BPEGIFIGATIGN Ii - fI I, I li. ® ® .L_l , LIII �_� l II LI I II _i l I ' II L' I� lI L J _ i_ II I_ i- L ISI i 11TP. GF ALL) l Ll.L--LIIL Ji -Ll �__ _JL lLi _ L L1I_ u 1 I I , I' - -II_I_ 1.1 L '1 1 I - I-,L - it-1J J'I i�l- . 1 II IL I--'I I- I I! L 1 ` _�' 111--lrl--' -LII L IIII_ `1 11� 1 -I� : L _ �i.1_jI 3'-0 HIGH RAILING - 1 I ILJ 2"xb GAP W/ P'x4" �.� - L 1 ) -I I RAIL OVER T'x]" PICKETS 1 `f 1 1 1 ON 7'x3" BASE - COLOR 4 LI LI ILII : L I L -1 J L J L J '�l'L` STILE A$ PER OWNER L 'I, L " J.. i - I- I 1 I I I II ----- --------- ------ -'--- - - ------ - --- -� I LJ I I I I 1 1 I I II - -- - L ___---- -- LBH"T SIDE ELEVATION SCALE I/4" I'-0" ARCHITECTURAL. GRADE ASPHALT ROOF SHMGLES - COLOR AS PER OWNER r r_� PROJECT NO: it I f. - 'j lJLI 1 i- r II �J L 4' J 11 JI ILI .� i I! II L oRautaeY: L-111' II]-Lf ; IIILII i' ilJj 11111 :LI II Lil _iI li I� 1 . ' 11 1g,4 L WNK � I _U L;I 1-IJ 1 J . JI L I_ !' Ills I ILu 1111 I . '! 1 . - L -LJ-L II 1JI I, L ' I} ILLI' F 111 IL - Px4" CORNER BOARDS II ._ICL11 L II II 1 ' 11 1' II L 11 I ,x L .I I 1 `' DATE: I0-IID-96 L Il 1�I 1 LLl 1 L 111 1 . I11 l L I. PAINTED AS PER O1dNER $GALE- A5 NOTED 1 � � 1 � r 1 11 1 I 1 I• 111 N: L L L �I �, 11 1 11 ; r J I ' 1L�L � 1 - X11 , 1, 1 '1 t t1` r II I� 1 1 11 III I ' : 1iILLlt JI- � 1 . 11 J ,i� II I Jl I .,IIII L. LII IL I 1 11� ILII 111 Il a4!IjM I-- .:J IIS : -1��.,'�1 I I 1 .11 I II J111 LL 111 III l! fJ 1� 1 II_.i1_LI I, Il.� y. LL�� L1- '1 ' r1 I , 1 1 III ' III ;1 11 1 J , I -it- ;'I ll�1ll_. I LIIill �1 _ .I- LJL l� r1 1 GAb4110N RES (7E 1 1 I I T l !Ti J 1 1 1 1 I 11 1 1 r tILLL L11Lll 1 11 III . ' I 111 1 � I .I1_ ' I I 1- JI 1 1 1_ LII LI �JI I , II - .11 11 a .. � 1 L11 ! I'� 111111I- LII_ L I 1 LII LJ_ 1iITI L_ I JII 11 IL _1 L 1� 1 LitLL iJili I4 -ill i11 III ,L_ 111 1u <�' 111� I Td[ IILII I tiL L Iii1 II Ill �l 1 �I� 1 IIL}111 ILlIIi_IIJL ' III ILi._li L1_ a_!I11 _ II IIIILIT ' 1' :. 11IY1_I1,''.�- 111 1-_JII 1 1 1 L T 1 . l I I I 1 1 -� 1 ! 1 60UT"0I-D. N.Y. I I I SHEET r----- - ------- - ------- - ------- ----h I A I I j 6 CP SIX 1 1 1 -- -------- - -------- ------ - ------- - ------- -------- - ------- - -- I EPEO �q . , -- - ------- - ------- - ------ - - ------ - ------- - ------- -------- ---� .e�aE(tJ. 4y T5 ` r 1 T 10P REAR ELEVATION e, Nso SCALE 1/4" • I'-0" ^ .. 2X19 RIDGE W. CONT. . . 12 ' 2x6 DOLLAR T189 4'-0" O,C. B I ' TYPICAL RDOF CONSTRUCTION I' ' 2Lm•ASPHALT KQCP 5HINGLE5 OVZK 15• - ROOF PELT ON 1/1" O$B ROOF DECKING 5HEATHIN33 2X10 RG'GF RAFTERS • I6"-O.O, 7X12 RIDGE BP. CONT TYPICAL BOOP CON6TRUG I _ 2CO-A5PHAJ.T ROOF 5NMGLE5 OVER 15• ROOF FELT ON IR" CBB ROOF DECY.NG 7 i 5HEATHIIu^i 2X6 ROOF RAFTERS m Ib" OL, T-T 01 2° CONT. ALUM. SOFFIT `/ TYTIGAL FLOOR CONSTRUCTION VENT$ W/ NSECT SCREEN (7) 1 3/4° x 9 I/4' GP-LAMS FLOOR FINI5N A5 5ELECTED OT OUNER I 2X6 COLLAR TIES 4'•0" OL. OVER lei" T 1 G OSB SUBFLOOR OVER DT 4 ,SLUIW E rT7PJm FLOOR TYP_ WALL T e I I TA6" CSF!SHEATHINS I - B •FELT UNDERLAYMENT - ,2X4 STUDS m 16" O.P. W/ MIN. R-D,6ATT INSUL. 1q" FFIT GTP. 50.FttJ. I 2" CONT. ALUM. SCR VENTS I1V INSECTT SCREEN it _ I TYPICAL FLOOR CONSTRUCTION I I TYP WALL CONSTRU ', ` T TR CT FLOpR FINISH AB 5ELECTED BY GIWER �/16" 055 SHEATHING iii 8" POURED CONCRETE WALL ON - OVER 39 T A Co 050 5UBPLOOR I 15 -PELT UNDERLAYMENT 4'.a°cca woap PaeT D"XIS" CONTINUOUS PdJRED COI•ICRETE 0 SCREWED 4 GLUED TO TWJ Ib" ( 2x4 SND6 m I6" O.G. W/ rteciuNlcaLlr F4lTENEp - FOOTIN^i REINF: W/W m3 PWAR DONT. " JOISTS AT I6" O.G. 117PJ �_ bj•' GTP. BD,FIN. PLACED ON UNPISTUROGP SOIL ro FRL.'CONNQCTq! - ® 5mp.DYdg-4."C5A" L J P"N L p DATION WALL GONSTS -' p �Q coNCTSTE FoonNr. a" RE GU D CONCRETE WALL ON 4 P - R)071 CONTINUOUS POURED CCNCRfflM NT SLA GONSTRLIGTI5 R PLATING RE ON UN W) (2)"S Oft5AFt&OIL CONT. SLAB REINF, PLAGEP ON UNDI574RG'ED $OIL W/ 6X6 10-10 WWF. OVER 6 MIL p POLYETHYLENE VAPOR BARRIER ON HELL COMPACTED POUROUS FILL nCYARAuC3E SP.JCTTON ^ •.° °d° / -I--,BV11•LJINC� rrZZON SCALE TYPICAL COLUMN "OTINO CONNECTION DETAIL NTb. TYP, ROOF CONSTR 2X5 ROOF RAFTERS (2)2x10 GIRDER GUTTER REvIBIcN: COM. VINYL SOFFIT VENT BACKER ROp 4->W Wr1 FULL PGT. AND SEALANT PROJECT NO: TURNED WOOD POST - / (5EE PLAN FOR LOCATION) DRAUN BY: 1V2"x316" SLOTTED TOP ANCHOR CONCRETE w N K BOTTOti RAIL (TYP.) CROUJN DATE: 10-10-96 2"X2" NOM.TURNED WP. I i � BALLISTERS 11/ FLASNIN� SCALE: AS NOTED SHINGLE RIDGE GAP RIDGE VENT FLUE - ,. - I 9/4 X 6 GGA REGKIW ��� '� . '(��(�N ��, _ 4 s pR ROOF RAF ER VENT LINER VENT ELEV. .O'-0" \" . N - - - — POS DECK •^ . @y' 9 HURRICANE CLIP NAILED - A IR5PACE - p TO RAPIER . PIATE WOOD LATTICE FELT PAPER5HING '1 'I Vj" OSB ROOF BREATHING (TYP.) u C E10UTHIOL.r>, N.Y. GRADE �— (271"x4 TOP PLATES (2)2X540 CCA - I I 1' BRICK 5HEET I RAFTER - 6X OG. A DECK J015TS o A-6 u" DIA P.C. FooTING 6 OF Six i RIDGE BOARD " �Ep6D Rq0 J. 3 POR�Cii 9EG'TiON � ' P~ ecA1E v4" . Fa, RIDOE VENT' DETAIL TYPICAL HURRICANE CLIP DETAIL TYPICAL CHIMN M DETAIL aE o22T �° N.TS- N.TS NTS R NSW