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HomeMy WebLinkAbout26259-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-27502 Date: 01 08/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 790 HICKORY RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 6 Lot 6 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 29, 1999 pursuant to which Building Permit No. 26259-Z dated JANUARY 10, 2000 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 AS APPLIED FOR. The certificate is issued to THERESA BAKER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0129 12/14/00 ELECTRICAL CERTIFICATE NO. 40545 12/18/00 PLUMBERS CERTIFICATION DATED 01/18/00 BERTSAND PLUMB.&HEATING Authorized SA nature Rev. 1/81 FORM NO. 3 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) PERMIT NO. 26259 Z Date JANUARY 10, 2000 Permission is hereby granted to: DIMITRIOS PAVLIDIS & WF. 6807 RIDGE BLVD BROOKLYN,NY 11220 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 790 HICKORY RD SOUTHOLD County Tax Map No. 473889 Section 054 Block 0006 Lot No. 006 pursuant to application dated NOVEMBER 29, 1999 and approved by the Building Inspector. Fee $ 308 .20 Authorized Signature ORIGINAL Rev. 2/19/98 FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 " 765 - 1802 ���(1 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions 1 application must be filled in t " _' . ... ' r' 4� A. This a pp typewriter OR ink, and submitted n��to the Building Inspec- tor with the following;for new buildings 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 of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: 1. Certificate of occupancy $25 . 00 -- BUSINESS $50 . 00 2. Certificate of occupancy on pre-existing dwelling $ 50 . 00 3. Copy of certificate of occupancy $ 5 . 00 , over 5 years $ 10 . 00 4 .Vacant Land C.O. $ 20 . 00 5 .Updated C.O. $ 50 . 00 Date . . . . . . . . NewConstruction. . . . . . Old or Pre-ex �!sting Buildingg . . . . . . . . . Vacant —Land d . . . . . . . . . . . . . Location of Property . .�Z.Q . . . > G O✓ . .tz � . . . . . . . . . . :�79 in 'J. .'. - . . . . . . . House No. Street Hamlet Owner or 0 nl pert l L?S��/���. �cuj ki!¢�. . . S .. . 1. . r. . . . ' let County Tax Map INo. 1000 Section . . . . . . . . . Block . . .CO. . . . . . . . . . . Lot . . . .6 i .4 a P. . . . Subdivision . . . ln✓�.{12/� J.Filed Map No. . . . . . . . . . .Lot No. . . . . . . . . . . . . . Permit No. -Date of Permit . 1 10VIOV. .AppIicant . . 64fl.-Slv.1. 61S'r.4:r".'+. . Health Dept. Approval 2.�.� �.g-0 . . . . . . .Labor Dept. Approval . . . . . . . . I . . . . . . . . . . . . . . . Underwriters Approval . . . . . . . . . . . . . . . . . . . . . . . .Planning Board Approval . . . . . . . . . . . . . . . . . . Request for Temporary Certificate . . . . . . . . . . . . . . . . . . . . .Final Certificate . .r!. . . . . . . . . . . . . . . . . . . . Fee Submitted $ . . . . . . . . . . . . . . pid Construction on above described buildinn5it m all applicab a codes and regulations. Applicant . . . . . . . . . . . . . . . . . Rev. 10.10.78 (5 Q& 5847p C,G a7.50 z 03;13/1999 11: 59 5162988133 C B CELIC PAGE 02 Alberti, Krupski, President agUffO[k�; Town Hall James King,Vice-President 53095 Main Road Henry Smithy P.O.Box 1179 Artie Foster tv!) fa Southold, New York 11971 Ken Poliwoda p r^ • Telephone(516) 765.1892 Fax(516) 765.1828 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 13, 1999 East Isle Custom Builders, Inc . Richard Wandoloski 1706 North Hywy Southampton, NY 11968 RE ; DIMITRIOS & 1CATHERINE PAVLIDIS SCTM #54-6-6 Dear Mi . Wandoloski, The Southold Town Board of Trustees reviewed the survey dated and received in our office on August 5, 1999 and determined that the construction of a single family dwelling to be out of the Trustee Wetland jurisdiction, under Chapter 97, of the Town Code. ' $bwever, any activity within 75 ' of the Wetland line would ,tequire permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call . Sincerely, Albert J. K upski r President, Board of` Trust'es. AJKYdjh cc . Bldg. Dept. r7 ' bbb •' J. Town Hall, 53095 Main Road - w Fax (516) 765.1823 P. O. Box 1179 j ,•'j 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 N DATE: January 18 , 2000 Building Permit No. ',26259Z Owner: (please print) Plumber: Bertsand Plumbing & Heating, Inc , , (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) sworn to before me this 18th day of January 2000 Notary Public, Suffolk County N p�, Newt York QMWh8A*C0unty r ommlaebnEviresJanuarysi'me" FROM : ELECTRICAL-INSPECTION-SUC. FAX NO. : 51E2966683 Dec. 19 2000 09:35AM R1 °��,i, ;,���trrki }} :,19�;�,��}l; ttq�!(�'a4.tom-_.`.. ,,ir,_I�i;—.,t,.{^:—�''�y+.'' 9�.,Iyy ,i. 1..�. .1,- ra' _i�r� � - "•,3��'.__., ,." - -- (..r ,./�Ik 1,, if l,:�l (�I���J n i1) ,;'{fl, tti��kP ,,���I'r il,��Jy!( . i ��`���!/b}I,. •' - 'j�q. I � � 1 � � a:' t: -�,y.S', i�f^�_5 �\ FF�a t.,� u Electrical Inspection Certificate > Inc., Electrical Inspection Service it 375 0unton Avenue East Patchogue, New York 11772 ( y (e01)28"642 's 1\ F Date: 12/18/ 000 Application No, 40545 issued to: fast Isle Custom Builders r do Street: 790 Hickory Road Village: Southold ; Zfp: 11971 Town:Southold y Section: 54 Block: 05 Lot: 06 Introduced by: Warren Scott BlecMe was oxarn(ned and found to ba in carnet R11w with the Natiartal fleotriaal Cod¢ rJ Attic �'rJlst Floor i:: O/S Rosldontla! 7 Coo/ / ;.•t,`,, I, 1 Dot. Garage r � I Basement [R c pt!las �'lktures.- . GFI � -Hof Tub I I NV Defects s �a I J o/S commercial L� SwItches _ eaters AIC _ Fans 19 9 4 Dishwasher Washer/Arn p Dry®rlAmp Avon RangelAmp Garbage Disposal 1 •4;:,:,A 1 20 1 30 1 ,r Furnace ol( Gas Circulator Smoke Defector Bell Transformer F 5g' ; 1 1 1 4 , cf�•'Sy Motor Amps phase Motors rele hone P� 1 100 Telovislon Carbon Monoxide' as OtherEquipment.. 20amp putip/hood r'` ar rd ugo Surd/ president Building Permit No. 26 59Z mis csrtlflaata must not be ditared in any manner tnspemrs may be identified by threr credentials - / ` r ' -.� h��§Illf",.H„1�!�tle'C"s'iIJ ,.; fAtSiii, e�.f.33we..�:a,; ,!'.v:l, ?. .u,na..xTTi1,1r _ �, `L.''"��j7ti�"'".:�7ii:•'""^"�^l.V„ » M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING IN 31 [ ] FIREPLACE A CHIMNEY REMARKS: ,DATE vl INSPECTOR 6;2 6�S5P P�) 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [;"FINAL IN CATION [ ] FRAMING [ [ ] FIRE: C & C IMNEY REMARK r ,DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION iST [✓] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ V FRAMING [ ] FINAL ( ] FIREPLACE A CHIMNEY REMARKS: 42-11 DATE /a/!� °a INSPECTOR M-1602 BUILDING DEPT. INSPECTION [ J FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY REMARKS: >� t Ae DATE d6 INSPECTOR f } 65-1802 UILDING D NSPECTI [ ] OUNDATION 1ST ROUGH PLBG. [ FOU 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY M RKS: ,DATE _INSPECT d6d�- 4 788-1802 BUILDING DEFT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. j ] FOUNDATION 2ND [ ] INSULATION [ } FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a/t � ' � e DATE JV11 INSPECTOR 1 1 • 1 • 1 it • VIS, f y l� `- e s P 1 12000 l Majowka & Schiarman � � a......,_._a�..�,.�.�,".r:..�....� Architects Planners P.O. Box 51 Bellport, NY 11713-0051 Tel. 631 286.6224 September 7, 2000 Fax 631 286E687 John Boufis, Building Inspector Town of Southold Building Department Main Road Southold,NY 11971 Re: Permit 926259 790 I3ickory Road, Southold,NY Dear Sir: Responding to your concern with the installation of the rigid perimeter insulation for the above location I reviewed the energy calculations and concluded that the lack of insulation at the piers would result in only a minor reduction to the total rating of+74. With the requirement from the New York State Energy Conservation Construction Code stating that the total thermal rating of the entire structure must be zero or better, it is my professional judgement that the installation of the perimeter insulation should be approved as is. If you have any questions or would like to discuss the above matter,please call my office. Yours truly, _ nAD CMAjo ys C E. Ma owka t sT� o OF N tl Carl E. Majowka Registered Architect cmajowka@suffolk.lib.ny.us 08/14/00 21:55 FAX 631 286 6687 MAJOWKA and SCHLARMAN 2001 Majowka & Schlarman P.O. Box 51 Architects Planners Bellport, NY 11713-0051 Tel. SW�286,6224 August 14,2000 Fax �548 286-6687 6af Michael Verity I Building Inspector Town of Southold Main Road _ Southold,NY 11971 Dear Mr. Verity: Below is the detail for the rigid perimeter slab insulation for 7 90 hickory Rd., Southold,NY,for East Isle Custom Builders,Permit#26259. If you have any questions on this matter please call my office. Yours truly, arl E. Majowka,R.A. -w STf3 insulation must extend 24"under the slab 'br at least 241,l grade Alternate location down the foundatiob'wali. Rigid insulation ED ARC""'- l Sr��OF NE��OQ Carl E. Majowka Registered Architect U.S.DEPARTMENT OF AGRICULTURE _ U L RURAL DEVELOPMENT Form Approved Form RD 1924-25 FARM SERVICE AGENCY O,MB No.0575-0042 (Rev. 7-99) PLAN CERTIFICATION (Property Name/Applicants Name and Case Number) Theresa Baker (Property Address) (City) 790 Hickory Road Southold (County) (State) Suffolk New York / BUILDING TYPE: X❑ Single Family ❑ Multi-Family - PLANS: Q Original X❑ Modifications l Carl E. Majowka being'a Licensed Architect (type or print) (licensed architect,engineer,or author ized building official,etc.) in the State of New York hereby certify that I have reviewed: 0 the plans and specifications dated R/4_/0 0 prepared by r a r 1 E MaTawka, RA (name of fu m or individual) for the above property ❑ the thermal performance plans,specifications and calculations dated prepared by for the above property (name of firm or individual) ❑ the seismic design(plans and specifications)dated prepared by for the above property (name of firm or individual) ❑X modifications listed below,that have been clearly indicated on the drawings and specifications dated 8/3/0 0 prepared by Carl E. Majowka,RA and certified by (name affirm or individual) Carl E. Majowka, RA and related to the above property. (name of firm or individual) MODIFICATIONS Original crawl space foundation modified to a slab type foundation { AUG 4 2000 i --i According,to the PapetworA Redurflon,Aq of 19 , an agency may not conduct or sponsor, and a person is not required to respond to a collection of 11,ormntin anka 4t-displays-a vidi l-VU-1-eor1. number. The valid OMB control number for this information collection is 0575-0042. The time required to complete this information collection is estimated to average 10 minutes per response, including the time for reviewing instructions, searching existing g dara sources, gatiierin and maintainingthe data needed, and completing and reviewin the collection of Information, orsseitoo ss<-sssnoas s n. 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INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIM REMARKS: C ,DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ll'--ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE& CHIMNEY REMARKSA lZilf ram' 3/0,� DATE INSPECTO 01/06/00 TEU 15:23 FAX 516 654 3526 TRIANGLE COMPONENT DIV. IM001 JAN 7 2'':7 Corpora to Offices 2599 Route 112 Medford. New York 11763 A IANGLE Building Products Corp. PI[ONE: 631.654.3500 Eat. 24 FAX: 631.654.3526 FAX TO: James Richter FAX#: 765-1823 FF;OM: John Sabean DATE: January 6, 2000 PAGES IN THIS TRANSMISSION INCLUDING THIS PAGE.4 RE: Pavli ies Residence The following layout shows the location of the stairway headers that support th stairway. If you require any more information please do not hesitate to call me. Sincerely l� � O F+ O O O O T T y a a C fU N f m START 19.2' O.C. '3 19.2' O.C. u 19.2' O.C. N �s 4 7 2 r FI W i w 00 5 ^� w F3 PL 4-1I V • 8'-B 1/2' '-p � N i.y ( ) a 24-00-00 PLY 9-1 1 V c ro 0 t7 .. • c fU 5 _ F2 42-00-00 BAKER LOT #242 FLOOR REVISED 7/1/99 _01/06/00 _ TRU 15_24 FAX 516 654 3526 _ TR_I_ANGLE COMPONENT DIV. IA003 I 4- M100 240000 10400 0 0 T99071140 EAST ISLE/BAKER � Fla 7- 3X6= 3x611 3x6= 3x611 S2 Y 84 BB 1 6x6= 6x8= 6x8= 6x6= 6x6= 3x611 5x5= 3X611 6x6= 6xl2= 6x8= 6x6= Gip 1-)4-OOT U V W X 2 AA CC DID W 1-04-00D -r- IX3; - E 1-04-00 I�`-1'^ 1 -L_ C 5 R Q P 0 ' I HH I#SI J i H G 3x6 6ce= 6x8= 3x611 6x6= 6x6= v G 33 N 6x8= 3x611 6x8= 6xe= F L _ 20G-RHS-3x7= 5x5= Sl 3X611 - pr 0 20G-RHS-3x10- W O M V m I.1 m end m TC 2-0' -OB e 2006-12 - 620 -06-00 rn .+3 804 20102 2-06-12 2-07-08 06-0 20 0BC 2- 2 20 2 00 m 10900 1 2-06-00 0 0 m 0 H 24-OD-00 nv o 0 C .(6 s/ C UniStar -- Versiol 4D.0.110 MEMBR CSI P(LBS) MOIST M02ND PLATES - 20 GAUGE ENS RUN DATE: 7-14-9) WEBS GRIPPING 404.348 PSI PER PAIR C-B . 581 C C-B . 581 C INCLUDES 0.01, INCREASE +*•++++++++++++ B-A 1163 C A-S - 1807 T TENSION 1899- 731 PLI PER PAIR + 2-PLY TRUSS + S-T - 1701 C T-R . 1522 T SHEAR 1066- 732 PLI PER PAIR +a«asa.aawaaw«+ R-U . 1545 C Q-U . 3 C U-P . 1397 T P-V . 1334 C JT TYPE PLATE SI2E X Y CSI SIZE LIMBER FS V-0 . 1170 T O-W - 1183 C S1 1100 3.00 X10.00 CTR 0.2 TOP 0.44 2 4X 2 S �-D68 3355 W-N 1133 T N-X - 217 C S3 1100 3.00 X 7.00 CTR 0.2 BTM 0.70 2 4X 2 6 '-DES 3355 M-Y 203 T M-Z . 279 T WES D.91 4X 2 S 'F-43 825 Z-L 667 C L-AA - 383 T NOTES: EXCEPTIONS: K-BB . 483 C K-CC . 1562 T 1. TRUSSES MANUFACTURED BY G-D 4X 2 S''43 935 CC-J - 1380 C J-DD . 1624 T TRIANGLE BUILDING PRODUCTS LUMBER STRESS INCREASE: 0.0% I-DD . 32 T DD-H . 1831 C 2. ANALYSIS CONFORMS TO H-SE - 1787 T RE-G . 1967 C TPI (PCT-BO 4 NDS-91) . LATERAL BRACING: G-D 2094 T F-E - 670 C 3. EMPIRICAL ANALOG IS USED. TOP CHORD - CONT NUOUS E-D 1340 C F-E 670 C 4. TIE-IN LOADS SHOWN WITHOUT BTM CHORD - 120 N. OC DAMAGE TO TRUSS, TRUSS SPACING - 9.2 IN. DL+LL DEFL . 0.76" AT M S. PREVENT TRUSS ROTATION AT LL DEFL - 0.55• < BRO-SPAN/360 ALL BEARING LOCATIONS. LOADING LIVE DEAD (PSF) SPAN/DEFL (DL+LL) 374 6. PROVIDE 2X6 CONTINUOUS TOP CHD 40.0 : 0.0 STRONGBACKS (ON EDGE) AT STM CHD 0.0 5.0 PLATES ARE FOR EACH PLY EVERY IpI . *FASTEN TO EACH TOTAL 40.0 : 5.0 55.0 TRUSS yr 3-10d NAILS. PLATING CONFORMS TO TPI 7. SECURELY FASTEN PLYS TO CONCENTRATED LOAD: (LBS) PLATE VALUES MAY BE VERIED ACT AS A SINGLE UNIT. HH 1200 (L;VE) WITH ROBBINS ENGINEBRING, INC. NH 475 (pI AD) GRIP BASED ON SPF 6 SYP LUMBER II 900 (L)VE) USING GROSS AREA TEST, II 365 (DIA PLATES - 20 GAUGE LOCK GRIPPING 424-282 PSI PER PAIR SUPPORT CRITERIA INCLUDES 0.09 INCREASE JT REACT WIDTH J1 REACT WIDTH TENSION 1165- 480 PLI PER PAIR LEE IN-SX LBS IN-SX SHEAR 794- 458 PLI P.R PAIR / Y1- C '�[ f C 2338 3- 8 F 2691 1- 8 4Y 7 JT TYPE PLATE SIZE X MEMBER FORCES - EPCH PLY B 9030 6.00 X 6.00 1.5 3.0 1-4*- a PC G�� MEMBR CSI P(LBS) M01ST M02ND C 4000 3.00 X 6.00 CTR CTR ' 1�•� A-T 0.08T014190C D3 0 254 E 4010 6.00 % 6.00 1.5 3.0 ' Aj -rots 1co T-U 0.19 3994 C 254 -84 F 4000 3.00 X 6.00 CTR CTR .1J U-V 0.31 6123 C 84 -74 G 1010 6.00 X 0.00 CTR CTR V-S2 0.39 8015 C 74 119 H 1020 600 X 8.00 CTR CTR T�US4 (S �f31cw F0 82-W 0.39 8015 C 74 119 I 1001 3..00 X 6.00 CTR CTR 4� y� W-X 0.44 9788 C -119 -47 J 1010 6.00 X 8.00 CTR CTR '� c AcW1 .�r ne LOAOs X-Y 0.42 9788 C 47 890 K 1050 6.00 X 6.00 4.5 CTR Y-Z 0.43 9708 C -891 -177 L 1030 5.00 X 5.00 1.5 3.0 Z-S4 0,40 8995 C 177 1148 M ID50 5.00 X 5.00 3.5 3.0 S4-AA 0,40 8995 C 177 1148 N 1030 5,00 X 5,00 1.5 3.0 AA-BB 0.39 8995 C -1148 -832 0 1010 6.00 X 6.00 CTR CTR j BE-CC 0.39 8995 C 832 258 P 1010 6.00 X 6.00 CTR CTR CC-DD 0.34 7146 C -258 -59 0 1001 3.00 X 6.00 CTR CTR DD-EE 0.23 4482 C 59 -251 R 1010 6.00 X 8.00 CTR CTR EE-D 0.09 1644 C 251 0 S 1010 6,00 X 8.00 CTR CTR BOTTOM CH)RDS T 1010 6.00 X 8.00 CTR CTR C-S 0.01 0 T 0 64 U 1070 6,00 X 8.00 CTR CTR S-R 0.17 2704 T -64 75 V 1010 6,00 X 6.00 CTR CTR / t NEW~ R-Q 0.31 6046 T -75 172 W 2010 6.00 X 6.00 CTR CTR I �J�� Y Q-P 0.31 5045 T -172 133 X 1001 3.DO X 6.00 CTR 2.2 83-0 0.45 7131 T -133 305 Z 1010 5.00 X 5.00 CTR 3.0 �P ��y��W� .", If`� g O-N 0.55 8908 T -305 -94 AA 1001 3.00 X 6.00 CTR 2.2 h <� �.3rJ,ry��=�I �3 d N-HH 0.70 9788 T 94 1223 BE 1001 3.00 X 6.00 CTR 0.7 .�' Gd Q0. i1 HH-M 0.70 9788 T -1223 236 CC 1010 6.00 X 6.00 CTR CTR M-S1 0.64 9573 T -236 791 DO 1070 6.00 X12.00 CiF CTR (7 #t x ' S1-L 0.64 9573 T -236 791 EE 1010 6.00 X 8.00 CTR n("r L-II 0.62 8995 T -791 047 HH II-K 0.62 8995 T -847 .937 fI K-J 0.65 7953 T 837 532 S2 1100 3.00 X 6.00 CTR 0.'• (<`© ��1(ji&•1 V J-I 0.40 5894 T -532 109 54 1100 3.00 X 6.00 CTR 0.2 I-H 0.35 5894 T -109 111 Ap90 H-G 0.19 3131 T -113 .16 G-F 0.01 O T -46 JUL 1 5 19" 01/06/00 THU 15:26 FAX 516 654 3526 TRIANGLE COMPONENT DIV. PM0304 QUAN .TYPE SRUI Pl-Hl 4VEKHAN(d5i 'JU13 �5 M100 120:L00 10400 0 0 ¢T99071140 EAST ISLE/BAKER 2 1-0 -00 NO 1-04-00 HO 3x3 3x3 3x3 3x6 5x5= 4x40 p Q I R PE D Tx�= .. 1-04-00 C N M L K J H G 3X311 4X4 3x3 1X311 1x3H 3x3 4x6 m m TC BC 2-040a 1-04-08 12 002-06-00 mm 6- 1-03-001 1 - 3-2 -0 0 2 1-06 0 2-06-00 c W 12-01-00 UniStar -- Versiol 40.0.110 DLFLL DEFL . 0.09" IN 0-P NOTES: RUN DATE: 7-14-91 LL DEFL - 0.06• 4 BRG-SPAN/360 1. TRUSSES MANUFACTURED BY - SPAN/➢EFL (DLaLL) . 999 TRIANGLE BUILDING PRODUCTS CSI SIZE LIMBER 1.15FB 2. ANALYSIS CONFORMS TO TOP 0.45 4X 2 SIF-$2 1660 PLATING CONFORMS TO TPI TPI (11CT-80 L NDS-91) . BIM 0.49 4X 2 SIP-N2 1660 PLATE VALUES MAY BE VERIED 3. EMPIRICAL ANALOG IS USED. WBS 0.40 4X 2 SIF-113 951 WITH ROBBINS ENGINEERING, INC. 4. PROVIDE 2X6 CONTINUOUS EXCEPTIONS: GRIP BASED ON SPF 6 SYP LUMBER STRONGBACfS (ON EDGE) AT H-F 2 4X 2 SIF-43 951 ,USING GROSS AREA TEST. EVERY JO . FASTEN TO EACH LUMBER STRESS INCREASE: 0.04 PLATES - 20 GAUGE LOCK TRUSS W/ 3-10d NAILS. REPETITIVE MEMBER STRESS USED, GRIPPING 322-202 PSI PER PAIR INCLUDES 0.04 INCREASE LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 468 PLI PER PAIR BTM CHORD - 120 ;N. OC TRUSS SPACING - :4.0 IN. JT TYPE PLATE SIZE X Y A 4010 4.00 X 4.00 1.5 1.5 LOADING LIVE LEAD (PSF) B TOP CHD 40.0 :0.0 C 4000 3.00 X 3.00 CTR CTR r1 7 BTM CHD 0.0 5.0 D TOTAL 40.0 : 5.0 55.0 E �N -rap op L F 1003 5.00 X 5.00 2.5 3.0 � SUPPORT CRITERIA G , JT REACT WIDTH J: REACT WIDTH H 3010 4.00 X 6.00 CTR 1.5 LBS IN-SX LBS IN-SX I 1091 3.00 X 6.00 3.0 1.5 C 641 3- e R 670 3- 8 J 3010 3.00 X 3.00 CTR CTR X 1001 1.00 X 3.00 CTR CTR L 1001 1.00 X 3.00 CTR CTR MEMBR CSI P(LBS; MOIST M02ND M 1010 3.00 X 3.00 CTR CTR TOP CHOIDS N 1010 4.00 X 4.00 CTR 1.5 A-O 0.41 606 ( 0 -890 O 1010 3.00 X 3.00 CTR CTR O-P 0.45 .1349 ( 880 -317 P 1030 3.00 X 3.00 CTR CTR P-0 0.22 1547 C 317 -355 4 1050 3.00 X 3.00 CTR CTR O-I 0.43 1330 ( 355 -837 I-F 0.19 292 ( 410 134 I•F 0.19 292 C 418 134 F-E 0.06 0 : -134 -25 F-E 0.06 0 -134 -25 E-D 0.01 0 25 0 E-D 0.01 0 25 0 BOTTOM CIORDS C-N 0.01 0 0 -22 N-M 0.37 1136 22 -16 M-L 0.49 1547 : 16 57 L-K D.49 1547 -57 14 K-J 0.48 1547 : -14 12 J-H 0.37 1107 -12 -93 H-G' 0,04 0 93 0 OF NEKe WEBS C-B 318 C C B - 318 C S-A . 636 C A•N 807 T N-O 737 C O-M • 297 T M-P 270 C L P . 7 T r y,�F� rn � K•O 16 T 4'J ul 295 Ct,�IgTd J-I 310 T I H 729 C H-F . 792 T N00 �90FESSI JUL 1 5 1999 (USDA-FmHA U.S.DEPARTMENT OF AGRICULTURE FORM APPROVED norm FmHA 1924-25 FARMERS HOME ADN11NISTRATION OMB NO. 0575.0042 ,1(7-94) PLAN CERTIFICATION (Property Name/Applicants Name and Case Number) �E E A (Property Address) (City) '30 07'fd old ` (County) (State' S'0FtO=o c-l< AlIG-w lkPAl< BUILDING TYPE: Single Family ❑ Multi-Family PLANS: a0riginal ❑ Modifications /t' OWO/ .J&A being _ �lc��ss1> �j2cEl�tFC::r (type or print) (licensed architect,engineer,or autno %building official, etc.) in the State of —/l6744.) {4%�2 < hereby certify that I have reviewed: ❑ the plans and specifications dated prepared by (name of firm or individual) for the above property ❑ the thermal performance plans, specifications and calculations dated prepared by for the above property (name o!firm orindividual) ; I ❑ the seismic design (plans and specifications) dated prepared by (name of firm or individual) for the above property ❑ modifications listed below, that have been clearly indicated on the drawings and specifications dated prepared by w and certified by (name of firm or individual) and related to the above property. (name of firm or individual) MODIFICATIONS n • r s E)epor.,,y4gng burden for this collection of information is estimated to average 10 minutes per response,including the timefar reviewing instructions,searching sources,gathering and maintaining the data needed and completing and reviewing the collection ofinformation.Send comments regarding this burden y otheraspect of this collection of information,including suggesdansfor reducing this burden,to Department of Agriculture,Clearance officer,OIRM,AG shington.D.C.20250;and to the Office of Management and•Budget,Paperwork Reduction Project(OMB No.0575.0042),Washington,D.C.20503. T RETURN this form to either of these addresses.Forward to FmHA only. Based upon this MAEAv, to the best of my/our knowledge, information, and belief, these documents comply with the: • / -- ?rAZG' OlyiFa F/Rs�2�USNTib,4 eC4Jl(Oi�� L' 6- and (name and edition of the applicable development standard) 9'TAY-c3 e,--O -rec, ./ eoo' (name and editio of the applicable energy standards/requirements in accordance with FmHA Instruction 1924-A,Exhibit D) designated as the applicable FmHA development standards for this project. I understand the purpose of this certification is to induce the Farmers Home Administration to finance the construction of the above project and plan. 1 further understand that false certification constitutes a violation of 18 U.S.C. Section 1001 punishable by fine and/or imprisonment and, in addition, may result in debarment from participating in future government programs. ( nature) �"�I (Date) C_�4lGL �1 dtl'4 ✓01.J�A Oo��° p�� (Type or print name) (Professional Registration No.) L3G7' 1-2�1— O L— (Title) (Expiration Date it applicable) j (Area Code+Telephone Number) •U.S.GP0:1994.666-006/01604 4 m � w I Dac-14-00 09:I7am From- T-432 P.03/05 F-Ip@ Bargaln and gale Deed With Covenant a®ainet Orsntor's Aets CONSULT YOUR LAWYER BEFORE SIGANG THIS INSTRUMENT--THIS INSTRUMENT SHOULD BE.USEI)BY LAWY015 ONLY THIS INDENTURE,made the 23rd daipf March 2000 w DIMITRIOS PAVLIDIS and KATBtjjG PAVLIDIS,big wife 6807 Ridge Boulevard Brooklyn,New York r AND, party of the first part, 'TRERESAtAKER 25-19 Winding Path rville,New York party of the second part. WITNESSETH that the party of the fira�part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereb$ grant acid release unto the party of the second part,the heirs or sucoessors and assigns of the party of the second part4'forever,all that certain plat,piece or parcel of land,situate, lying and being SER SCHEDULE "A" ATTACHED HERETO AND MADE A PART HEREON', DISTRICT; 1000 SECTION.OtUI) BLOCKi 06.00 LOT(S)t 006.000 i SAID PREMISES KNOWN AS, 790 IUrKORY ROAD,SOUTHOLD,NEW Y'ORK BEING AND INTENDED TO BE the Barrie premises as acquired by deod dated March 7, 1980 and recorded Match 11, 1980 at Liber 8790 page 270 and by deed dated July 10, 1986 and recorded August 25. 1986 in Liber to log page 136• a TOGETHER with all right,title and interest,If any,of the party of the first part aft in and to any streets and reeds abutting the above-described preirllses to the center lines thereof; TOGETHER with the appurtenances and all the estate end rights of the party ofiibe first part'in and to said premises; TO HAVE AND TO HOLD the premises herein granted onto the party of t ie second part,the heirs or successors and assignt§of the party,of the second part forever. AND the party of the first part covenants Ablit the party of the first part has not done or suffered anything whereby the said premises have been incurnbered in any way whatever,except as aforesaid.AND taw party of the first part,in compliance with Section 13 of the Lion Lsw;covenants that the party of the first part will receive the oonsideradoh rot the conveyance and will hold the right to receive such consideration u a trust flind to be applied first for the purpose of paying the cost of the improvement and}will aPVly the same first to the payment of the cast of the improvement before using any part of the total of the sr,tie fbr any other purpose. The word"party"shall be constructed as if it Lead "parties"whenever the sense of this indente6 so requires. IN WITNESS WHEREOF,the party of lire first part has duly executed this deed the day and year first abbvb written. IN PRESENCE O 4 ' IMITRIOS PAVLIDIS KATERINI PAVLIDIS Dec-14-00 DO:ISam Fram- T-432 P.04/DB 0-100 STATE OFNEWYORK, COUNTYOF6UFFOLK)sss Individual/Corp +� on the 23rdday of March 2000, befbro me,the undersigned,personally appeared . I)IMITP,�XOS PAVLIDIS and KATEMI FAVLIDIS personally known to me or proved to me on the basis of satisfactory evidence to be the mdividual(s)whase name(s)is(are) subscribed to the within instrument and acknO�v/edged to me that helshelthey executed the same in his/her/their oapacity(tes),and that by hIA rltheir si ature(s)on the instrtMi ant,the individual(&), or the person on behalf of wbich the individual(t)acted, executed the instrument. ?i MORAH L.STALTM Notary Publlo,State of NeW York No. Ot ST5059746 Qudllned In Suffolk County at; Commiaslon Expires May 0, 20to STATE OF NEW YORK, COUNTY OF .r )sat individual/Corp On the day of 2000, before mp,jhe undersigned,personally appeared j personally known to me or proved to me on di"e basis of satisfactory evidence to be the individuals)whose name(s)is(are) subscribed to the within instrument and acknowledged to the that he/she/they executed the same in hisibpr/their eapacity(ies),ehd that by his/her/their signature(s)on the ins",ent, the individual(a),or the person on behalf of which the individual(a)actedd, executed the instrutrront. 4 8.. STATE OF NEW YORK,COUNTY OF , ➢,ass Subscribing witneaa On the day of 1999, befort,t°he,the undersigned,personally appeared the subscribing witness to the foregoing inettl6ent,with whom I am personally acquainted,who,being by me duly sworn,did depose and say that he/she/they reside(s)in_ s' ;that he/she/they know(&) to be the Individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw,said execute the same;and thsi sisd witness at the same time subscribed hisNerfthcir name(s)as a witness tketeto, :f M STATE OF ,COUNTY OF i )sst Outside NYS On the day of ,heibre me,the tmdesignea,personally appeared personally known to me or proved to me on 00 I?ttals of satisfactory evidence to be the individual(®)whose name(s)is(are) subscribed to the within instrument and aoknQwledged to nto that he/she/they executed the same in his/her/their eapaoity(les),that by his/her/their signature(s)on the instrument;the individual(s),or the person upon behalf of which the individual(s)acted; executed the instrument,and that such individuai made such appearance before the undersigned in the (insert city or other political subdivision and f se state/country or other place acknowledgment was taken) STATE OF ,COUNTY OF )ass Outside NYS subscribing On the day of 1998,before me,the undersigned,personally appeared the subscribing witness to the foregoing insttitment,with whom 1 sm personally acquainted,who,being by me duly swom,did depose and say die he/shchhey reside(s)in ; v ;that he/sheAhey knows to be the individual described in and who executed the foregoing lnstrumont;;ttiat said subscribing witness was present and saw said execute the tame;that said witness at the sar"qe tuns subscribed his/herhheir name as a witness thereto;and that said subscribing witness made such appearance before the un ersigned In Y• 9 ® Fidelity Nafional Title 'Insuirance Company of New York Y. TiAta No. 33094-3635 3` SCHEDULE A Poltoy No. ALL that certain plotr pieca�'os paxcel of 3and, with the buildings and improv6 Soutthold, C'ouereonntV of Suffolk State No and wiyorkr bounded new Southold, and described ase Town follows., HEx31NNSNGG at a paint on the �tortheasterly line of Hickory Road, a distance of 133,45 feet southeasterly aWg said northeasterly line from its intersection with the southeasterly line of Soatu3 View Avenuef and RUNNING Tigm a along land Ot'Arthur W, Hahnr Jr. on a line at right a 40 se to said northeasterly line of ckory Read, North 42 degrees 15 minutes �ccrltl East a distance of 145.0 fe4l to land of Fischer; RUNNING THENCS along said land of Fiseherr South 44 degrees',12 minutes 00 e00. East a distance of 100.19 ftg RUNNING THwl;:9 along other I;ands of Priscilla Breach oti a line-at right ang1e6 to said northeasterly line of-Hickory Road South 42 degrees,,15 minutes 40 seconds West a distance of 138.82. Ea t to said northeasterly line of Hickory Road'' grees RUNNING THZ�(X along said r1itheasterly line of Hickory Road North 4Bir4t*10 44 minutes 20 seconds West It distance of 100.0 Beet to the point of gE�,INNING. y , rr " , i,. For Conveyancing Only ascribed promises rege(her with all right title sAd Interest of, In d to any streets and roads abutting the above r( Our pellelse at tills Insurenoe Include such hulldinge�and Improvsmante thereon which by law constitute reel property,unless epeolticetly exoststed therein:Now Is the time to determine whether we`yave examined all of the ptoperty end easements whlah You deeirs to Insured.It!hate) appurtenant sassmants to be Insured,please cepuest such l:xsutence,In some oases,our rate manual prcvidas ter an addllicnel oherpa#Or s Oh Insurenee NYSITA CERTIFICATE OF TITLE-8014miU k A FORM 26-008.74-A(4•93t � - . 09/07/00 07:42 FAX 631 286 6687 MAJOWKA & SCULARMAN Z 001 .-7 2009 Majowka & Schlarman P.O. Box 51 Architects Planners BelOA W 11713-Mi Tel. 631 28a- M September 7, 2000 Fax 631 285-M John Boufis,Building Inspector Town of Southold Building Department Main Road Southold,NY 11971 Re: Permit#26259 79011ickory Road, Southold,NY Dear Sir: Responding to your concern with the installation of the rigid perimeter insulation for the above location I reviewed the energy calculations and concluded that the lack of insulation at the.piers would result in only a minor reduction to the total rating of+74. With the requirement from the New York State Energy Conservation Construction Code stating that the total thermal rating ofthe entire structure must be zero or better,it is my professional judgement that the installation of the perimeter insulation should be approved as is. If you have any questions or would like to discuss the above matter,please call my office. Yours truly, E•►�a,+0 C E. Ma owka a�v�`� 'Zy OF , Cart E. Majowka Registered Architect cmajowkal9uffolk.1lb.ny.us MAY 17 ?PPP a J a fU N START 19.2' C.C. 19.2' O.C. u 19.2' C.C. l� J 7 2 Fl rn i m 5 F3 2 PLY 9-1 V -8 /2' _O cu 24-00-00 2 PLY 9-1 V iu 5 F2 L 42-00-00 BAKER LOT, #24,2 ; FLOOR REVISED 7/1/99 QUAN TYPE SPAN Pl-Hl OVERHANGS JOB MARK 2 M100 240000 10400 0 0 99061404 F1L + 3x6= S2 + 1X3 II 1X3 11 1x311 1x311 1x3 11 D GG KK CC , 1X3 11 IX3 11 IX3 11 1X3 11 IX3 11 1X3 II 1X3 11 IX3 11 1X3 It IX3 11 IX3 11 IX3 11 IX3 11 IX3 U $3A 1-04X00 Z AA BB DD BE FF HH II JJ LL HAMI-04 j.R.p E 1-04-00 PPEP, CR'ls 'nsv � QT QR QP 0 07x3W lx3 lx3 Ix3 IX3 I M K I G 1X3 11 U S x3 111 L IX3 11 J IX3 11 H IX3 11 F IX3 11 1x311 Sl 1x311 1x311 N 3x6= IX3 11 IX3 11 IX3 11 IX3 It 3x311 m TC1 23-09-00 BC o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ao 0 0 0 0 0 0 m m a a a a a a a a 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 24+-00-00 UnSStar -- Version 40.0.110 MEMBR CSI PILES) M®1ST M02ND NOTES: RUN DATE: 6-16-99 P-EE - 107 C O-FF 107 C 1. TRUSSES MANUFACTURED BY - N-GG - 107 C M-HH 107 C TRIANGLE BUILDING PRODUCTS CSI SIZE LUMBER 1.15FB L-II . 107 C K-JJ - 107 C 2. ANALYSIS CONFORMS TO TOP 0.07 4X 2 SPF-N2 1660 J-KK . 107 C I-LL 108 C TPI (PCT-80 & NDS-91) . BTM 0.01 4X 2 SPF-q2 1660 H-MM - 106 C G-NN - 114 C 3. EMPIRICAL ANALOG IS USED. WBS 0.03 4X 2 SPF-#3 951 F-E - 19 C E-D . 38 C 4. PROVIDE 2X6 CONTINUOUS LUMBER STRESS INCREASE: 0.0t F-E . 19 C STRONGBACKGG (ON EDGE) AT REPETITIVE MEMBER STRESS USED. DL+LL DEFL - EVERY ro . FASTEN TO EACH 0.00" IN NN-D TRUSS W/ 3-10d NAILS. LATERAL BRACING: LL DEFL . 0.00" < BRG-SPAN/360 TOP CHORD - CONTINUOUS SPAN/DEFL (DL+LL) . 999 " - BTM CHORD - 120 IN. OC " TRUSS SPACING - 19.2 IN- - PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED LOADING LIVE DEAD (PSF) WITH ROBBINS ENGINEERING, INC. - TOP CHD 40.0 10.0 GRIP-BASED ON SPF & SYP LUMBER _ BTM CHD 0.0 5.0 'USING GROSS AREA TEST. - - TOTAL 40.0 15.0 55.0 PLATES --20 GAUGE LOCK GRIPPING 322-282 PSI PER PAIR ... :. ...--SUPPORT CRITERIA - ISION 116 0.04 INCREASE ' BOTTOM CHORD CONTINUOUSLY TENSION 3744- 458 PLI PER PAIR • SUPPORTED ALONG ENTIRE LENGTH. SHEAR ' 7$4- 458 'PLI'PER PAIR _ JT TYPE PLATE SIZE X Y MEMBR CSI P(LBS) M®1ST M®2ND A 4000 1.00 X 3.00 ' CTR CTR TOP CHORDS B - A-X 0.07 0 T 0 -156 C 4000 3.00 X 3,00 CTR CTR X-Y 0.07 0 T 156 -138 D 4000 1.00 X 3.00 CTR CTR Y-Z 0.07 D T 138 -143 E Z-AA 0.07 0 T 143 -141 F 4000 3.00 X 3.00 CTR CTR AA-BB 0.06 0 T 141 -142 G 1001 1.00 X 3.00 CTR CTR BB-CC 0.07 0 T 142 -142 H 1001 1.00 X 3.00 CTR CTR CC-DD 0.07 0 T 142 -142 I 1001 1.00 X 3.00 CTR CTR DD-EE 0.07 0 T 142 -142 J 1001 1.00 X 3.00 CTR CTR ES-FF 0.07 0 T 142 -142 K 1001 1.00 X 3.00 CTR CTR FF-GG 0.07 0 T 142 -142 L 1001 1.00 X 3.00 CTR CTR, GG-SZ 0.07 0 T ` 142 63 M 1001 2.00 X 3.00 CTR CTR S2-HH 0.07 0 T -63 -142 N 1001 1.00 X 3.00 CTR CTR HH-II 0.07 0 T 142 -142 O 1001 1.00 X 3.00 CTR CTR II-JJ 0,07 0 T 142 -142 P 1001 1.00 X 3.00 CTR CTR JJ-KK 0,07 0 T 142 -141 Q 1001 1.00 X 3.00 CTR CTR KK-LL 0.07 0 T 141 -143 R 1001 1.00 X 3.00 CTR CTR LL-MM 0.07 0 T 143 -138 S 1001 1.00 X 3.00 CTR CTR MM-NN 0.07 0 T 138 -156 T 1001 1.00 X 3.00 CTR CTR NN-D 0.07 0 T 156 0 U 1001 1.00 X 3.00 CTR CTR BOTTOM CHORDS V 1001 1.00 X 3.00 CTR CTR C-W 0.01 0 T 0 -15 W 1001 1.00 X 3.00 CTR CTR W-V 0,01 0 T 15 -13 X 1001 1.00 X 3.00 CTR CTR V-U 0.01 0 T 13 -14 Y 1001 1.00 X 3.00 CTR CTR U-T 0.01 0 T 14 -13 Z 1001 1.00 X 3.00 CTR CTR T-S 0.01 0 T 13 -15 AA 1001 1,00 X 3.00 CTR CTR S-R 0.01 0 T 15 -10 BB 1001 1.D0 X 3.00 CTR CTR R-S1 0.00 0 T 30 0 CC 1001 1.00 X 3.00 CTR CTR S1-Q 0.01 0 T 0 -11 DO 1001 1.00 X 3.00 CTR CTR P-O 0.01 0 T 14 -14 FF 1001 1.00 X 3.00 CTR CTR p,��OF N MA q y0 N-M 0.01 0 T 14 -14 HH 1001 1.00 X 3.00 CTR CTR &0 M-L 0.01 0 T 14 -14 II 1001 1.00 X 3.00 CTR CTR L-K 0,01 0 T 14 -14 JJ 1001 1.00 X 3.DC CTR CTR yVA W K-J 0.01 0 T 14 -14 KK 1001 1.00 X 3.00 CTR CTR N y7 J-I 0.01 0 T 14 -14 LL 1001 1.00 X 3.00 CTR CTR I-H 0.01 0 T 19 -13 MM 1001 1.00 X 3.00 CTR CTR N-G 0.01 0 T 13 -15 NN 1001 1.00 X 3.00 CTR CTR (J1 G-F 0.01 T 15 0 0�4Qi S2 1100 3.00 X 6.00 CTR 0.2 �� WEBS C-B 19 C C-B - 19 C A �r V-Y - 106 C o-Z - 108 C 90FESSIONP T-AA - 107 C S-BB = 107 C R-CC . 107 C Q-DD . 107 C Aw 61999 QUAN TYPE SPAN Pl-Hl OVERHANGS JOB MARK 19 M100 240000 10400 0 0 T99061464 EAST ISLE/BAKER 1 3X6= S2 A 4x6 4x6 3X6 3x3 3x3 1x311 3X3 3x3 3X6 4X6 4X6 jin 1-04-OOS T U V W X Y Z M 1-04-00 D E � 2143= 1-04-00 C R Q P O N M L K J I H G 3X3 4X8 9X4 1x31 9X4 Sl 3x3 1X3 11 3x3 3x3 9x4 1x3 11 4x4 4x8 F 2OG-RHS-3x10= 3x311 N m f 0 m 0 TC 2-07-08 2-06-12 2-06-12 2-06-]2 11008 ry 2rv-06-12 2-97-08 11008 20 2-06-006-12620BC 2 6-00 0 0 0 024-00-00 0 0 0 rQ� � UniStar -- Version 40.0.110 MEMBR CSI P(LBS) MOIST M'a'2ND PLATES - 20 GAUGE RHS RUN DATE: 6-15-99 U-N - 378 T N-V = 395 C GRIPPING 398-348 PSI PER PAIR M-V = 50 T L-W 58 C INCLUDES 0.0% INCREASE CSI SIZE LUMBER 1.15FB L-X - 69 T X-K = 329 C TENSION 1899- 731 PLI PER PAIR TOP 0.54 4X 2 SPF-2100 2640 K-Y = 375 T Y-J 676 C SHEAR 1066- 732 PLI PER PAIR BTM 0.70 4X 2 SPF-2100 2640 J-Z - 713 T I-Z - 5 T 'ADS 0.12 4X 2 SPF-#3 951 Z-H 1010 C H-AA = 1912 T JT TYPE PLATE SIZE x Y LUMBER STRESS INCREASE: 0.0% AA-G - 13SO C G-D - 1446 T Si 1100 3.00 X10.00 CTR 0.2 REPETITIVE MEMBER STRESS USED. E-D = 1P40 C F-E - 520 C F-E = 520 C NOTES: LATERAL BRACING: 1. TRUSSES MANUFACTURED, BY - TOP CHORD - CONTINUOUS DL+LL DEFL '= 0.79P AT W TRIANGLE BUILDING• PRODUCTS BTM CHORD - 120 IN. OC LL DEFL = O.57" < BRG-SPAN/360 2. ANALYSIS CONFORMS TO. , TRUSS SPACING - 19.2 IN. SPAN/DEFL (DL+LL)- = 361 TPI (PCT-80 6 NDS-91) .' 3. EMPIRICAL ANALOG IS USED. LOADING LIVE DEAD (PSF) PLATING CONFORMS TO TPI 4. PROVIDE 2X6 CONTINUOUS ' TOP CHD , 40.0 10.0 PLATE VALUES MAY BE VERIED STRONGBACKS '(ON EDGE). AT BTM CHD 0.0 5.0 WITH ROBBINS ENGINEERING, INC. EVERY, 101 . :FASTEN TO EACH TOTAL. ,40.0 15.0 55.0 GRIP BASED ON SPF 1, SYP LUMBER TRUSS W/ 3-10d NAILS.. USING GROSS AREA TEST. SUPPORT CRITERIA. PLATES - 20 GAUGE LOCK JT REACT WIDTH JT REACT WIDTH GRIPPING'322-282 PSI PER PAIR LEE IN-SX LES IN-SX INCLUDES 0.0& INCREASE _ C 1045 3- 8 F 1045 3- 8 -TENSION 1165- 480 PLI PER PAIR SHEAR 744- 458 PLI PER PAIR MEMBR CSI P(LBS) MOIST M®2ND JT TYPE PLATE SIZE x Y TOP CHORDS A 4010 4.00 X 6.00 1.5 1.5 A-S 0.19 1086 C 0 -622 B S-T 0.31 2784 C 622 -394 C 4000 3.00 X 3.00 CTR CTR T-U 0.45 4052 C 394 -377 D 4010 4.00 X 6.00 1.5 1.5 U-V 0.53 4802 C 377 -520 E V-W 0.52 5092 C 520 277 F 4000 3.00 X 3.00 CTR CTR W-X 0.53 5092 C -277 -270 G 1010 4.00 X 8.00 CTR 1.5 X-S2 0.54 4806 C 270 179 H 1010 4.00 X 4.00 CTR 1.5 S2-Y 0.53 4806 C -179 -422 I 1001 1.00 X 3.00 CTR CTR Y-Z 0.45 4051 C 422 -382 J 1010 4.00 X 4.00 CTR 1.5 Z-AA 0.31 2784 C 382 -625 K 1010 3.00 X 3.00 CTR CTR AA-D 0.19 1086 C 625 0 L 1050 3.00 X 3.00 CTR CTR BOTTOM CHORDS M 1001 1.00 X 3.00 CTR CTR C-R 0.01 0 T 0 9 N 1010 3.00 X 3.00 CTR CTR R-O 0.28 2056 T -9 26 O 1030 4.00 X 4.00 CTR 1.5 Q-P 0.46 3526 T -26 112 P 1001 1.00 X 3.00 CTR CTR P-0 0.46 3526 T -112 49 Q 1010 4.00 X 4.00 CTR 1.5 O-S1 0.60 4530 T -49 172 R 1010 4.00 X 8.00 CTR 1.5 SI-N 0.60 4530 T -172 137 S 1010 4.00 X 6.00 CTR 1.5 OF NEry N-M 0.66 5092 T -137 -134 T 1070 3.00 X 6.00 CTR CTR M-L 0.70 5092 T 134 305 U 1010 3.00 X 3.00 CTR CTR /`Q' t L MA 0,9 L-K 0.70 5042 T -305 18 V 1030 3.00 X 3.00 CTR CTR K-J 0.59 4536 T -18 90 W 1001 1.00 X 3.00 CTR CTR e m W J-I 0.46 3526 T -90 '302 X 1010 3.00 x 3.00 CTR CTR I-H 0.46 3526 T -102 28 Y 1010 3.00 X 3.00 CTR CTR N W H-G 0.28 2057 T ' -28 B Z 1070 3.00 X 6.00 CTR CTR .l G-F 0.01 0 T -8 0 AA 1010 4.00 X 6.00 -CTR 1.5 WEBS S2 1100 3.00 X 6.00 CTR 0.2 (f`OA O 4Q��=N B C- 520 C C-B - 520 C R-S - 1350 C S-Q = 1013 T 90FESSIONP� Q-T = 1009 C P-T - 0 T T-0 - 715 T O-U = 665 C JUN 16 1999 JOB QUAN TYPE SPAN Pl-H1 OVERHANGS �T99071140 EAST ISLE/BAKER I F1GK M100 240000 10400 0 0%1 3x6= 3x611 3x6= 3x6I1 S2 Y S4 BB 6x6= 6x8= 6x8= 6x6= 6x6= 3x611 5x5= 3x611 6x6= 6xl2= 6x8= 6x6= $in 1-04-OOT U V W X Z AA CC DD }jE1 1-04.00D T IX3' g 1-04-00 _ 1 = CS R Q P O HH II J I H G I 6 6x8= 6x8= 3x611 6x6= 6x6= v v 6xB= 3x611 6x8= 6x8= F S3 N L 3x611 20G-RHS-3x7 = 5x5= Sl 5x5= 0 20G-RHS-3XIO = m o O m 0 0 0 0 TC 2-07-08 -06-12 1 2-06-12 1 2-06-00 1 H 1m1 + 110804 tml .i 1 20102 1 2-06-12 1 2-07-08 BC o 2-06-00 N N 2-06-00 2-07-00 3-00-00 10900 N N 2-06-00 - ,-� .• m rav .1 .i o Qo 0 o 00-00 m o 0 0•_ i(` Co<lK6c7aoa $ o7ah�25- . UniStar -- Version 40.0.110 MEMBR CSI P(LBS) M®1ST M02ND PLATES - 20 GAUGE RHS RUN DATE: 7-14-99 WEBS GRIPPING 484-348 PSI PER PAIR C-B - 581 C C-B . 581 C INCLUDES 0.0% INCREASE •w•+++••••u* B-A = 1163 C A-S • 1807 T TENSION 1899- 731 PLI PER PAIR "«2-PLY TRUSS S-T 1701 C T-R 1522 T SHEAR 1066- 732 PLI PER PAIR .•••«•+w«ww++••w R-U = 1545 C Q-U 3 C U-P = 1397 T P-V • 1334 C JT TYPE PLATE SIZE X Y CSI SIZE LUMBER FB V-O = 1170 T O-W = 1183 C $1 1100 3.00 X10.00 CTR 0.2 TOP 0.44 2 4X 2 SP-DSS 3355 W-N 1133 T N-X 217 C 53 1100 3.00 X 7.00 CTR 0.2 BTM 0.70 2 4X 2 SP-DSS 3355 M-Y = 203 T M-Z 279 T WBS 0.91 4X 2 SPF-N3 825 Z-L 68,7 C L-AA 383 T NOTES: EXCEPTIONS: K-BB - 483 C X-CC 1562 T 1. TRUSSES MANUFACTURED BY G-D 4X 2 SP-q3 935 CC-J = 1380 C J-DD 1621 T TRIANGLE BUILDING PRODUCTS LUMBER STRESS INCREASE:, 0.0% I-DD = 32 T DD-H 1831 C 2. ANALYSIS CONFORMS TO H-EE = 1787 T EE-G m 1967 C TPI (PCT-80 & NDS-91) . LATERAL BRACING: G-D = 2094 T F-E 670 C 3. EMPIRICAL ANALOG IS USED. TOP CHORD - CONTINUOUS E-P 1340 C F-E 67.0 C 4. TIE-IN LOADS SHOWN WITHOUT BIM CHORD - 120 IN. OC DAMAGE TO TRUSS. - TRUSS SPACING - 19.2 .IN•1 DL+LL DEFL = 0.76" AT M S. PREVENT TRUSS ROTATION,AT LL DE FL = 0.55" < BRG-SPAN/360 ALL HEARING LOCATIONS. LOADING, LIVE DEAD (PSF) SPAN/DEFL (DL+LL) _- 374 6. PROVIDE 2X6 CONTINUOUS TOP CH➢ 40.0 10.0 ' STRONGBAoCKS (ON EDGE) AT BTM CHO "0.0 5.0 PLATES ARE FOR EACH PLY EVERY W/ ' . *FASTEN TO. EACH TOTAL 40.0' 15.0 85.0 TRUSS 3-10d NAILS. PLATINGCONFORMS TO TPI 7. SECURELY FASTEN PLYS TO CONCENTRATED LOADS (LBS) PLATE VALUES MAY -BE VERSED ACT,AS A SINGLE UNIT., HH 1200 (LIVE) WITH ROBBINS ENGINEERING, ,INC. - HH 475 (DEAD) GRIP BASED ON SPF 8 BY? LUMBER II 900 (LIVE) USING GROSS AREA TEST. II 365 (DEAD) PLATES - 20 GAUGE LOCK GRIPPING 424-292 PSI PER PAIR SUPPORT CRITERIA INCLUDES 0.0% INCREASE JT REACT WIDTH JT REACT WIDTH TENSION 1165-, 480 PLI PER PAIR LBS IN-SX LBS IN-SX SHEAR 744- 458 PLI PER PAIR C 2338 3- 8 F 2691 3- 8 JT TYPE PLATE SIZE X Y A 4010 6.00 X 6.00 1.5 3.0 MEMBER FORCES - EACH PLY B MEMBR CSI P(LBS) M®1ST M02ND C 4000 3..00 X 6.00 CTR CTR TOP CHORDS D 4010 6.00 X 6.00 1.5 3.0 A-T 0.08 1419 C 0 -254 E T-U 0.19 3854 C 254 -84 F 4000 3.00 X 6.00 CTR CTR U-V 0.31 6123 C 84 -74 G 1010 6.00 X 8.00 CTR CTR V-S2 0.39 8015 C 74 119 H 1010 6.00 X 8.00 CTR CTR S2-W 0.39 8015 C 74 119 I 1001 3.00 X 6.00 CTR CTR W-X 0.44 9788 C -119 -47 J 1010 6.00 X 8.00 CTR CTR X-Y 0.42 9788 C 47 890 K 1050 6.00 X 6.00 4.5 CTR Y-Z 0.43 9788 C -891 -177 L 1030 5.00 X 5.00 1.5 3.0 Z-S4 0.40 8995 C 177 1148 M 1050 5.00 X 5.00 3.5 3.0 S4-AA 0.40 8995 C 177 1148 N 1030 5.00 X 5.00 1.5 3.0 AA-BB 0.39 8995 C -1148 -832 O 1010 6.00 X 6.00 CTR CTR BB-CC 0.39 8995 C 832 258 P 1010 6.00 X 6.00 CTR CTR CC-DD 0.34 7146 C -258 -59 Q 1001 3.00 X 6.00 CTR CTR DD-EE 0.23 4482 C 59 -251 R 1010 6.00 X 8.00 CTR CTR RE-D 0.09 1644 C 251 0 S 1010 6.00 X 8.00 CTR CTR BOTTOM CHORDS T 1010 6.00 X 8.00 CTR CTR C-S 0.01 0 T 0 64 U 1070 6.00 X 8.00 CTR CTR S-R 0.17 2704 T -64' 75 V 1010 6.00 X 6.00 CTR CTR F NEW ), R-Q 0.31 $046 T -75 172 W 1010 6.00 X 6.00 CTR CTR Q-P 0.31 5045 T -172 133 X 1001 3.00 X 6.00 CTR 2.2 O P-S3 0.45 7131 T -133 305 Y 1001 3.00 X 6.00 CTR 0.7 AQ �,�, �A/�1 �•(' S3-0 0.45 7131 T -133 305 Z 1010 5.00 X 5.00 CTR 3.0 T L< O-N 0.56 8908 T -305 -94 AA 1001 3.00 X 6.00 CTR 2.2 N-HH 0.70 9788 T 94 1223 BB 1001 3.00 X 6.00 CTR 0.7 F: HH-M 0.70 9788 T -122) 236 CC 1010 6.00 X 6.00 CTR CTR f- ✓a *,�. Z M-S1 0,64 9573 T -236 791 OD 1070 6.00 X12.00 C79 cTR S1-L 0.64 9573 T -236 791 EE 1010 6.00 X 8.00 CTR Clk I�Y1 (Q L-II 0.62 8995 T -791 847 HH 2: G.�•(%a�y, II-K 0.62 8995 T -847 -837 II (P A-, (/j2 K-J 0.55 7953 T 837 532 S2 1100 3.00 X 6.00 CTR 0.2 to 44 AS, V J-I 0.40 5894 T -532 13 S9 1100 3.00 X 6.00 CTR 0.2 A P I-H 0. 5894 T - 1 00 H-G 0.1359 3171 T -113 416 6 -_ C-F 0.01 0 T -46 ,. JUL 15NON ¢UAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 5 M100 120100 10400 0 0 T99071140 EAST ISLE/BAKER 2 NO 1-04-00 HO 1-04-00 4X4 3x3 3X3 3x3 3x6 5x5= O p Q I R FE D Tx3= 1-04-00 C N M L K J H G 3%311 4x4 3X3 1x311 1x311 3x3 4x6 m m mo TC 2-07-00 2-06-12 1-04-08 2-06-12 2-06-00 n BC 1-06-00 2-06-00 1-03-12 1-04-08 1-03-12 2-06-00 1 1-03-00 c O 12-01-00 B UniStai -- Version 40.0.110 DL+LL DEFL - 0.09" IN O-P NOTES: RUN DATE: 7-14-99 LL DEFL = 0.06" c BRG-SPAN/360 1. TRUSSES MANUFACTURED BY SPAN/DEFL (DL+LL) = 999 TRIANGLE BUILDING PRODUCTS CSI SIZE LUMBER 1.15FB 2. ANALYSIS CONFORMS TO TOP 0.45 4X 2 SPF-#2 1660 PLATING CONFORMS TO TPI TPI (PCT-80 & NDS-91) . BTM 0.49 4X 2 SPF-#2 1660 PLATE VALUES MAY BE VERSED 3. EMPIRICAL ANALOG IS USED. WBS 0.40 4X 2 SPF-413 951 WITH ROBBINS ENGINEERING, INC. 4. PROVIDE 2X6 CONTINUOUS EXCEPTIONS: GRIP BASED ON SPF 6 SYP LUMBER STRONGBAffS (ON EDGE) AT H-F 2 4X 2 SPF-#3 951 USING GROSS AREA TEST. EVERY JO . FASTEN TO EACH LUMBER STRESS INCREASE: 0.0% PLATES - 20 GAUGE LOCK TRUSS W/ 3-10d NAILS. REPETITIVE MEMBER STRESS USED. GRIPPING 322-282 PSI PER PAIR INCLUDES 0.0% INCREASE LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR HIM CHORD - 120 IN, OC TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y A 4010 4.00 X 4.00 1.5 1.5 _ LOADING LIVE DEAD ik)?) B TOP CHD 40.0 10.0 C 4000 3.00 X 3.00 CTR CTR BTM CHD 0.0 5.0 D TOTAL _ 40.0 15.0 55.0 E F 1003 5.00 X 5.00 2.5 3.0 SUPPORT CRITERIA G - JT REACT WIDTH JT REACT WIDTH H 1010 4.00 X 6.00, CTR 1.5 . . LEE IN-SX LBS IN-SX I 1091 3.00 X 6.00. 3.0 1.5 , C 641 3- 8 E 670 3- 8 J 1010 3.00 X 3.00 CTR CTR K 1001 1.00 X 3.00 CTR CTR L 1001 1.00 X 3.00 CTR CTR VIEWER CSI F(LBS) MOIST M02ND M 1010 3.00 X 3.00 CTR CTR TO? CHORDS N 1010 4.00 X 4.00 CTR 1.5 A-0 0.41 606 C 0 -880 O 1010 3.00 X 3.00 CTR CTR O-P 0.45 .1349 C 880 -317 P 1030 3.00 X 3.00 CTR CTR P-Q 0.22 1541 C 317 -355 Q 1050 3.00 X 3.00 CTR CTR Q-I 0.43 1330 C 355 -837 I-F 0.19 292 C 41B 134 I-F 0.19 292 C 418 134 F-E 0.06 0 T -134 -25 F-E 0.06 0 T -134 -26 E-D 0.01 0 T 25 0 E-D 0.01 0 T 25 0 BOTTOM CHORDS C-N 0.01 0 T 0 -22 N-M 0.37 1136 T 22 -16 M-L 0.49 1547 T 16 57 L-K 0.49 1547 T -57 14 K-J 0.48 1547 T -14 12 J-H 0.37 1107 T -12 -93 H-G ' 0.04 0 T 93 0 WEBS Of NEW Y C-B = 319 C C-B = 318 C ��`� 4 MA 09L B-A - 636 C A-N - 807 I �� 9> / N-O 737 C O-M = 297 T �� �v £4JI 1/� d M-P = 270 C L-P = 7 T = _�' Y 3 %,%% U1 K-Q = 16 T Q-J 295 C Z J-I = 310 T I-H = 729 C rn H-F 792 T z1 �O 0)'140 = A 90FE S S� JUL 15 1999 QUAIT TYPE SPAN PI-HI OVERHANGS J0B MARK 5 M100 80900 10400 0 OJT99071140 EAST ISLE/BAKER V3 NO 1-04-00 HO 1-04-00 3x3 3x3 1x311 3x6 5x5= M O I FE D T,X3' 1-04-00 4 ' C L K J H G 3x3 3x3 1x311 3x3 4x6 m m mo TC 2-08-04 1-09-2B 1-03-12 2-06-100 00 1-03-126 1-09-OBBC 1-0 206-12 -03-00m 0 B-09-00 a UniStar -- Version 40.0.110 PLATING CONFORMS TO TPI NOTES: RUN DATE: 7-14-99 PLATE VALUES MAY BE VERIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS ENGINEERING, INC. TRIANGLE BUILDING PRODUCTS CSI SIZE LUMBER 1.15F0 GRIP BASED ON SPF & SYP LUMBER 2. ANALYSIS CONFORMS TO TOP 0.44 4X 2 SPF-02 1660 USING GROSS ARSA TEST. TPI (PCT-80 & NDS-91) . BTM 0.30 4X 2 SPF-µ2 1660 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. WBS 0.26 4X 2 SPF-N3 951 GRIPPING 322-282 PSI PER PAIR EXCEPTIONS: INCLUDES 0.0% INCREASE H-F 2 4X 2 SPF-N3 951 TENSION 1165- 480 PLI PER PAIR LUMBER STRESS INCREASE: 0.0% SHEAR 744- 458 PLI PER PAIR REPETITIVE MEMBER STRESS USED. JT TYPE PLATE SIZE X Y LATERAL BRACING: A 4010, 3.00 X 3.00 CTR CTR TOP CHORD - CONTINUOUS B BTM CHORD - 120 IN. OC C 4000 3,00 X 3.00 CTR CTR TRUSS SPACING - 24.0 IN. D ,- E LOADING LIVE DEAD (PSF) F 1003 , •5,_00;X 5.00. 2.5 3.0 TOP CHD 40.0 10.0 G - BTM CHI) 0.0 5.0 H 1010 i4.00 X 6.00, CTR 1.5 � TOTAL 40.0 15.0 55.0 I 1091 3.,00 X 6,00 3.0 1.5 , .. J 1050 3.00 X 3.00 CTR CTR SUPPORT CRITERIA K 1001 1,90 X 3.00, CTR CTR JT REACT WIDTH JT REACT WIDTH L 1010 3.00, X 3,.00 CTR CTR LBS IN-SX LBS IN-SX M 1030 3.00 X 3.00 CTR CTR - C 457 3- 8 E 497 3- 8 0 1001 1.06 X 3.00 CTR CTR MEMSR CSI P(LBS) M®1ST M@214D TOP CHORDS A-M 0.43 391 C 0 -928 M-0 0.44 765 C 928 176 0-I 0.31 765 C -176 -637 I-F 0.18 189 C 318 88 I-F 0.18 189 C 318 88 F-E 0.04 0 T -88 -25 F-E 0.04 0 T -88 -25 E-D 0.01 0 T 25 0 E-D 0.01 0 T 25 0 BOTTOM CHORDS C-L 0.02 0 T 0 30 L-K 0.30 765 T -30 -154 K-J 0.30 765 T 154 107 J-II 0.27 705 T -107 -93 H-G 0.04 0 T 93 0 WEBS C-B 225 C C-B - 225 C B-A' - 450 C A-L - 521 T ��OF NEW k L-M - 508 C X-M - 40 T 9 J-0 = 53 C J-I - 82 T A, MA/��, .¢ I-H 454 C H-F = $14 T J /;p Q DL+LL DEFL - 0.05" IN A-M r V N W LL DEFL = 0.04° < BRG-SPAN/360 n Z SPAN/DEFL (DL+LL) - 999 Z tp 0 OAS•1 AROFE JUL 15IM START 24' O.C. - LO LO Ri 20 24-00-00 L 62-00-00 BAKER LOT ;#242 ROOF QUAN TYPE SPAN PI-HI OVERHANGS I JOB NARK 2 GBL3 240000 4 .5 200.00 20000 T99061464 EAST ISLE/BAKER G1 SL 12-09-13 4x4= HO 9-00 1X311 R 1x311 SL 12-09-13 l 1x311 P Q HO 4-00 12 1x311 4.5 r 1X3 II O R 1X3 II 1x311 N B 1x311 4-10-00 M T 1 3x5= 3x5= A ^ C QL QK QJ SI 0 0 Q Q 1x3I 1x311 1x31( 1x311 G F E D R 1X311 1x311 SX5= 1x311 1x311 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TC 2400 4-OD-00 ry ry ry ry I ry ry ry ry 4-00-00 2400 BC 9-00-00 o 0 0 0 0 0 0 0 4-00-00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2q-00-OB Unistar -- Version 40.0.110 DL+LL DEFL = 0.03" IN A-M NOTES: RUN DATE: 6-15-99 LL DEFL - 0.01" < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY - SPANIDEFL (DL+LL) = 999 TRIANGLE BUILDING COMPONEN CSI SIZE LUMBER 1.15FB 2. ANALYSIS CONFORMS TO TOP 0.24 2X 4 SPF-R2 1510 PLATING CONFORMS TO TPI. TPI-85 (NDS-91) . BTM 0.12 2X 4 SPF-02 1510 PLATE VALUES MAY BE VERIFIED WES 0.07 2X 4 SPF-p3 865 WITH ROBBINS MANUFACTURING. LUMBER STRESS INCREASE: 15.0% GRIP BASED ON SPF & GYP LUMBER Warnnlg : n11S Dross is analyzed REPETITIVE MEMBER STRESS USED. USING GROSS AREA TEST. for Vertical loads Only. Lateral PLATES - 20 GAUGE LOCK bracing for out of plane bending LATERAL BRACING: GRIPPING 370-324 PSI PER PAIR due to Wind & seismic loads Is TOP CHORD - CONTINUOUS INCLUDES 15.0% INCREASE . required and is to be designed - BTM CHORD - 120 IN. OC TENSION 1165- 480 PLI PER PAIR by others TRUSS SPACING - 24.0 SIN. SHEAR 744- 458 PLI PER PAIR I LOADING LIVE DEAD (PSF) JT TYPE PLATE SIZE X Y TOP CHO 30.0 10.0 A 2001 3.00 R 5.00 6.8 3.1 BTM CHD 10.0 1010 B 3001 4.00 X 4.00 CTR ,2.2 - " "` TOTAL' - 40.0 20:0 60.0 C 2001 3.00 X 5.00 -6.8 3.1 - - D 1001 1.00 X 3.00 CTR CTR SUPPORT CRITERIA E 1001 1.00 X 3.00 CTR CTR ' BOTTOM CHORD CONTINUOUSLY F 1102 5.00 X 5.00 CTR 3.0 SUPPORTED ALONG ENTIRE LENGTH. G 1001 1.00 X 3.00 CTR CTR H 1001 1.00 X 3.00 CTR CTR LEFT RIGHT I 1001 1.00 X 3.00 CTR CTR HEEL OIN - 4SX OIN - 48X J 1001 1.00 X 3.00 CTR CTR K 1001 1.00 X 3.00 CTR CTR MEMBR CSI P(LBS) M®1ST M®2ND L 1001 1.00 X 3.00 CTR CTR TOP CHORDS M 1001 1.00 X 3.00 1.5 0.5 A-M 0.24 0 T ' 0 -1209 N 1001 1.00 X 3.00 1.5 0-5 M-N 0.23 26 C 1209 -106 O 1001 1.00 X 3.00 1.5 0.5 N-0 0.07 7 C 106 -353 P 1001 1.00 X 3.00 1.5 0.5 0-P 0.07 10 C 353 -381 Q 1001 1.00 X 3.00 CTR CTR P-B 0.07 16 C 381 0 R 1001 1.00 X 3.00 CTR CTR B-Q 0.07 16 C 0 -381 S 1001 1.00 X 3.00 CTR CTR Q-R 0.07 10 C 3B1 -353 T 1001 1.00 X 3.00 CTR CTR R-S 0.07 7 C 353 -106 S-T 0.23 26 C 106 -1209 T-C 0.24 0 T 1209 0 BOTTOM CHORDS A-L 0.12 30 T 0 -613 L-K 0.12 30 T 613 -30 OF NE� J-I 0.04 30 T 191 -154 I-H 0.03 10 T 154 -150 GJ� �4 A4,q 0.�� H-G 0.04 10 T 150 -202 G-F 0.04 10 T 202 0 F-E 0.04 10 T 0 -88 Dq W E-D 0.12 10 T 88 -604 N W D-C 0.12 10 T 604 0 WEBS N (? L-M - 302 C K-N = 104 C Dc0 0�4018w/1 �2 J-0 = 170 C I-P = 178 C P-R - 170 C E-3 - 104 c 4 QAO"ESSION'� D-T = 302 C JUN 16 1999 QUAN TYPE SPAN Pl-Hl OVERHANGS JOB MARK 20 FI 240000 4 . 5 20000 20000 T9R061404 EAST ISLE/BAKER 1 9x5= SL 12-09-13 g SL 12-00-13 4.5 T HO 4-OO ]2 HO 4-00 lx3\\ lx3// F G 4-10-00 1 4x6= 9x6= A C E D Q 3x4 5x5= TC 2400 6-04-05 1 5-07-11 1 5-07-11 1 6-04-05 2400 Sc B-00-00 1 8-00-00 18-00-00 29-00-00 UniStai -- Version 40.0.110 PLATING CONFORMS TO TPI. NOTES: RUN DATE: 6-15-99 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. TRIANGLE BUILDING COMPONEN CSI SIZE LUMBER 1.15F13 GRIP BASED ON SPF & SYP LUMBER 2. ANALYSIS CONFORMS TO TOP 0.88 2X 4 SPF-42 1510 USING GROSS AREA TEST. TPI-85 (NDS-91) . BTM 0.86 2X 4 SPF-2100 2400 PLATES - 20 GAUGE LOCK WBS 0.45 2X 4 SPF-p3 865 GRIPPING 370-324 PSI PER PAIR LUMBER STRESS INCREASE: 15.0% INCLUDES 15.0% INCREASE REPETITIVE MEMBER STRESS USED. TENSION 1165- 480 PLI PER PAIR , SHEAR 744- 458 PLI PER PAIR LATERAL BRACING: ` TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y BTM CHORD - 120 IN. OC A 20D1 " 4.00 X 6.00 7.3 3.5 "'TRUSS SPACING - 24.0 IN. B 3010 •4,•00 X 5.00 CTR 2.2 C 2001 4.00 X 6.00 7.3 3.5 ., LOADING LIVE DEAD (PSF) D 1110 5-00 X 5.00 CTR 3.5 ' TOP CHD 30.0 10.0 E 1010 3-00 X 4.00 CTR CTR BTM CHD 10.0 10.0 F 1001 1.00 X 3.00 , CTR CTR TOTAL 40.0 20.0 60.0 G 1001 1.6,Q X 3.00 1.5 0.5 EXCEPTIONS: - - E-D 20.0 30A SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1485 3- 8 C 1485 3- 8 - LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS), TOP CHORDS A-F = 3099 C F-S = 2826 C B-G = 2826 C G-C - 3099 C BOTTOM CHORDS A-E 2902 T E-D = 1965 T D-C 2902 T WEBS F-E 452 C E-B = 1026 T B-D 1026 T D-G - 452 C DL+LL DEFL - 0.51" IN E-D LL DEFL - 0.35" < BRG-SPAN/360 SPAN/DEFL (DL+LL) 563 S�OF NEW Y y P�Jf�1 Mg9'�9p �, a N W W 2 `BOA 0� 018•� �2 90FES iON'y Awl 6im 08/13/1999 11: 59 5162988133 C B CELIC PAGE 02 Albert J. Krupski, President ,gyp QgUMilt Town Hall James King,Vice-President �'4� d 4 a Qy 53095 Main Road Henry Smith P.O. Box 1179 Artie Foster ran Southold,New York 11971 1 en Poliwoda Telephone (516) 765.1892 Fax(516)765-1823 S.?,?;zl.rlcGC BOART) OF TOWN TRUSTEES TOWN OF SOUTHOLD August 13, 1999 East Isle Custom Builders, Inc . Richard Wandoloski 1706 North Hywy Southampton, NY 11968 RE: DIMITRIOS & KATHERINE PAVLIDIS SCTM #54-6-6 Dear Ms . Wandoloski, The Southold Town Board of Trustees reviewed the survey dated and received in our office on August 5, 1999 and determined that the construction of a single family dwelling to be out of the Trustee Wetland jurisdiction, under Chapter 97, of the Town Code. Hbwever, any activity within 75 ' of the Wetland line would ,require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call . Sincerely, Albert J. Krupskir, J.r. ` ( c 1 President, Board df` Trust 'e ,c AJK/djh cc. Bldg. Dept. N sl "K%!a270 lop ............... A,u kaenaubpapalsjelpad Sip -"4 '7 This Irxlentu(e,madece,v Karch hundred and eighty 14 RMSSELL V. BRUACH, residing it 1225 Schooner Drive, hr Southold, New York 11971, of�nv fills open,arm DIXITRIOS PAVLTnIS and KATERINI PAVLIDIS' his WiffillO residing at 6867 Ridge BoWavard, Brooklyn, INew Yorke 11220 , 1 ad .1 air ",n; i Wilee".11, 11.1%Vie ell"`,I Ill. ............ Tr.nOnd.,:a" athol 1,1111.6k,consideration paid by✓ th'.patsy.(.he s-1,nd Pa I I 11a e I 1-11 ll,1 .111 1-"11"1 1"Ij.I in I h I rlall 1.1 d,,, eeonu pan,if,s 11 airs or a.loa;Wur 11 1; W 0-11.1.1y.1 up,...............I lopr-" DIST. All lluptv:naln tpu.,,l..........i.........,marus,h.,..0 fle'nad,straw,lying and 1000 1 beenstatassix near Southold, in the Town of Southold County of Suffolk and State of New York, bourned and described ca follows: SECII I I BEGINNING at a point on the incrtheasterly line of Hickory Road, a 05400 distance of 133.45 feet 3outbeasterly along said northeasterly line from its intersection with the southeasterly line of Sound View Avenue; BLOCK I and running thence along land of Arthur W' Rahn, Jr, on a line at right angles to said northeasEerLy line of Hickory Road, north 42 degrees o6o6 15 up 40 seconds east a distance of 145.0 feet to land of Fischer; ill running thence along said land of Fischer, South 44 degrees 12 minutes 00 seconds east a distance of 100.19 feet; running thence along other I'and. of Priscilla 8 iscilla BroaOi on a line at right- angles sai d north- .V eazaterLy line of Hickory Road south 42 degrees 15 minutes 40 seconds 66000 1 west a distance of 138.82 feet to said northeasterly line of Hickory Road; running thence along said northeasterly line of Hickory Road north 47, 44 minutes 20 seconds west a distance of 100-0 feet degrees Co the P IT.in f beginning. Being the same premises conveyed to the party of the first (art by deed dated September is 1951 and recorded September 15, MI in Lite: Pi , 3264 cp 232, from r sc Is Broach. Subject to covenants and restrictions contained in Liter 3264 op 232.1' 0— I'lia 1 1 1980 TAX 11 i + — ony roads thoail,v.dc,,:,bad 111"p-Is 1.fi and ll, nmo,line,Oufn,.f.T of the easy rrq.M�,with-he pinnpontun,es and pit Na nall,lbo and ,plus.1 the pulyof the f,st,........indjoand,upen,3as To Hive And To Hold the premnspas herein granted unto the party o"he',il:.nd Pau.the hans of successols and,.�sjqps of me pany of file second part forever. And the pap:a!the fi-st poll covenon(s that the parry of tile Lin poll has not dCne or suffered anything whereby the 'aid premiseS have no "u'"uh red nn an; . .....ive,except es "0"', j And In.pini,pa .a if the fiuv p.ut. ccmpfincuc,,with Sa.,luou 1.1 of O ra ut Lon Law,eyvents test the party off(lie(lie first part vpoh;.c.ye the conflujo,,unn I.,title cou,ey.uc,and wM hold the light to receive such consideration as a trustlund to be"P-Ilil-d first for file purpose&:�aw...g the cent of the improvement slid will apply the same firs,to the paymoit. of the cast of the;mP,.v.muu hope,uli,Dip,part of thountol of the s.meuu.oy other pa,n,',b The wo,d ',aoy-shah be con,up,ned as il it read'partnus' s.fthpsurdoniunno,lquil,ep.. In W,t..v,plea....I.t',nollIV ftl'Cfl'StP-rill-sdt'IYC-acu,edlhiSdoecit. ;dayandyearfirs,obo,,pt written. Russell V.I Broach 7Wmi271 STATE 07 NEW YORK.COUNTY OF SUF1,OILK la. STATE OT NEW YORK,COUNTY OF On the -e-11 day of March On the day al 19 before me r1 personally..me I personally r.me RUSSELL V. BROACH to me ki-own to be the indivulurl gesu Nnd in and who Ir me known 1.he the individual described in ,d who explcutid the diagoing inst-inen' and acknowledged rneculof the husoomg irsimmidel, and acknowledged that he executed the sit.1i, ,hill rsennod rAd ssme NO Cary rUDLIC "CC:RU J. =A;f 'ZI tO rc."r.rs fairer j u,, 17 STATE OF NEW YORK.COUNTY OF x STATE OF NFW YORK.COUNT OF is: On the day .1 19 culture me On the day of to before me personally came personally came to-a known,wIm.hain,by me duty swan,did depose and the subscribing witness to the foregoing instrument,With say that lb0eefude at No whom I am personally acquainted,who,being by me duty sworn.did depose and say that he resides at No. that helrthe that be knows of to be he n4wld.b, us.....ru! the cuiporation gle,ifilded desco-bod ir and it,frrut.0 the f.mg.In in and we-14 p.,ecmetl the Nue,,no,ut,turnem.Nat he bar re. ,,,a sub, m Wm fb , witness, was F, s end sow knows the...1 Of.,d that the Scat affi.ed to Said instrument is such corporate seal;that it LO,ao affixed by asa.,e the some.and I h3r' 'he,said VkHolles, order of ne lb.tud of dua,lpirtf of said co-p.mhum. and a,it,e sari time subscribed h be..as Witness:hQRI that be signed 11 namet Itherom by like o del, EQUITY ADSTRAcr, INC. II BL= With Covenant Against GOfenhol',Aces LOT CITY OR TOWN Title No --ozf-�:,�z��- COUNTY RUSSELL V. BROACH 1—niw.1 "FE TITLE INSURA�CE TO ccmp dl�Ntsk RETRAN BY MAIL TO )r.9j'rRjOS PAVLIDIS and KATERINI PXV1,101S, hLas wife. MES SITSES, ESQ. Ird.•it ra,m.1`uw soll MAIN ROAD --d of rem IiIau—iulr(�n.buepee SOUTHOLD, NEW YORK 11971 U:UFE TITLE INSURANCE ree No Company of PI York A COUNTY OF SUFFOLK) )SS: STATE OF NEW YORK) THOMAS B. CAULFIELD, PRESIDENT OF SCPIC INCORPORATED, being duly sworn deposes and says: THAT he has had a search made of the records of the County Clerk's Office of Suffolk County for the following described property: ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being near Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northeasterly line of Hickory Road, a distance of 133.45 feet southeasterly along said northeasterly line from its intersection with the southeasterly line of Sound View Avenue; and RUNNING THENCE along land of Arthur W. Hahn, Jr. on a line at right angles to said northeasterly line of Hickory Road, North 42 degrees 15 minutes 40 seconds East a distance of 145.0 feet to land of Fischer; RUNNING THENCE along said land of Fischer, South 44 degrees 12 minutes 00 seconds East a distance of 100.19 feet; RUNNING TRICE along other lands of Priscilla Broach on a line at right angles to said northeasterly line of Hickory Road South 42 degrees 15 minutes 40 seconds West a distance of 138.82 feet to said northeasterly line of Hickory Road; RUNNING THENCE along said northeasterly line of Hickory Road North 47 degrees 44 minutes 20 seconds West a distance of 100.0 feet to the point of BEGINNING. ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 54 BLOCK: 06.00 LOT: 006.000 SAID Search completed on the 23rd day of August, 1999 shows the following chains of title since 1957. LIABILITY IS LIMITED TO THE AMOUNT OF FEES PAID. BY: THOMAS B. CAULFIELD Sworn t fore, jpe this day o 1999. BY: KATHERINEFERGUSON Nowy Pubk sa d New Yoe.: 1WIn&II* 10 fA COMMInIon Bores T t SUBJECT PREMISES: SCTM: 1000-054.00-06.00-006.000 CHAIN OF TITLE Deed: Priscilla Broach Dated: 9/15/1951 to Recorded: 9/15/1951 Russell V. Broach Liber 3264 cp 232 Deed: Russell V. Broach Dated: 3/7/1980 to Recorded: 3/11/1980 Dimitrios Pavlidis Liber 8790 cp 270 Katerini Pavlidis, his wife Deed: Jean H. Tuthill as the Dated: 3/2/1984 County Treasurer of the County Recorded: 3/2/1984 of Suffolk Liber 9522 cp 09 to County of Suffolk Deed: County of Suffolk Dated: 7/30/1986 to Recorded: 8/25/1986 Dimitrios Pavlidis Liber 10108 cp 136 Katerini Pavlidis, his wife PREMISES ADJOINING NORTH: SCPM: 1000-054.00-06.00-004.003 CHAIN OF TITLE Deed: Raymond W. Terry Dated: 10/3/1941 individually and executor Recorded: 10/15/1941 of the Last Will and Testament Liber 2194 cp 242 of Gilbert H. Terry deceased Edith M. Terry, Annie W. Terry and Susan H. Terry to S. Benedict Fischer NOTE: S. Benedict Fischer died a resident of Suffolk County on 12/6/1951 Index #732P1951 . NOTE: Margaret D. Fischer died a resident of Suffolk County on 10/3/1959 Index #990P59. Deed: Margaret Anne Dow Dated: 10/3/1966 to Recorded: 10/10/1966 Robert A. Dow Liber 6047 cp 535 Margaret Anne Dow, his wife Deed: Robert A. Dow Dated: 8/23/1974 Margaret Anne Dow, his wife Recorded: 8/29/1974 to Liber 7705 cp 12 Margaret Anne Dow Deed: Gail F. Horton Dated: 4/11/1977 Daniel L. Fischer Recorded: 4/14/1977 Margaret Anne Dow individually Liber 8219 cp 363 and as executrix of the Last Will and Testament of Margaret D. Fischer to Rene Gendron Deed: Rene Gendron Dated: 11/25/1980 to Recorded: 12/16/1980 Peter Abbate Liber 8930 cp 234 Agatha Abbate Deed: Peter Abbate Dated: 6/30/1989 Agatha Abbate, his wife Recorded: 2/22/1990 to Liber 11020 cp 497 Anthony Abbate Peter Abbate Jr. Josephine Abbate PREMISES ADJOINING EAST: SCTM: 1000-54-6-7 CHAIN OF TITLE Deed: Priscilla Broach Dated: 9/15/1951 to Recorded: 9/15/1951 Russell V. Broach Liber 3264 cp 232 Deed: Russell V. Broach Dated: 3/26/1969 to Recorded: 4/10/1969 Patricia C. Carroll Liber 6532 cp 146 NOTE: Patricia C. Carroll died a resident of Suffolk County on 5/29/1976 Index #505A1976. Deed: Mary F, Ferguson as Dated: 2/26/1977 administratrix of the Estate Recorded: 4/15/1977 of Patricia C. Carroll Liber 8219 cp 563 to Edward J. Ferguson Mary F. Ferguson Deed: Edward J. Ferguson Dated: 4/1/1985 to Recorded: 6/15/1985 Mary F. Ferguson Liber 9803 cp 233 NOTE: Mary F. Ferguson died a resident of Suffolk County 10/21/1994 Index #2229P94. Said property devised to William Jaklevic under the Last Will and Testament of Mary F. Ferguson. PREMISES ADJOINING WEST: SCPM: 1000-054.00-06.00-005.000 CHAIN OF TITLE Deed: Arthur W. Hahn Jr. Dated: 10/18/1952 to Recorded: 11/7/1952 John J. Plumb Liber 3433 cp 293 Gertrude A. Plumb, his wife Deed: John J. Plumb Dated: 11/26/1973 Gertrude A. Plumb, his wife Recorded: 11/28/1973 to Liber 7540 cp 303 William 0. Williams Deed: William 0. Williams Dated: 6/13/1985 to Recorded: 7/10/1985 Leslie Kanes Weisman Liber 9827 cp 315 Sharon C. Good Constance A. Murray NOTE: Constance A. Murray died a resident of Suffolk County on 12/28/1994. Property devised to Leslie K. Weisman and Sharon C. Good under her Last Will and Testament Index #664P95. PREMISES SOUTH: HICKORY ROAD BY: THOMAS B. CAULFIELD Sworn h'to fo me ts 1 day of _L�� 1999. F BY: Motay Pubk Stele dd New York No.01FE48M10 Qua1W In&ft1k CW" ^^�mi<ron ExptrM Dec-14-00 09:16am From- T-432 P.02M F-100 4-2432PG263 �; " Ric i ' lw1E L ESTATE Number of pages TORRENS APR 04 2000 00 APR �-4 PM 1- 12 t HOP,[) r. fyojjj%jq serial N�,�._.-..�T..—.. — I-RAN�F�� CCt:fjh( OF CertificataN _ _ COUWY SLIFFQI. ht MIND, . . Priorctt a E; _ 557� Deed!Mortgage Instrument Deed!Mortgage Tax stamp Recording!Filing SIAMpe FEES 4 / Page/Filing Fee — ° Mortgage Amt. .---? 1. Basic Tax Handling TP-584 ___ 2.Additional Tax Sub Total --- Notation G spaeJAssit. EA-52 17(County) � _._... Sub Totax Or �` Spec./Add. — --- EA•4217(Biota) 'j",.--__� TOT.MTO.TAX —. 11 P.T.&A. Dual Town _ Dual County Comm,of Pd. ___—A QQ — " Held for Apportionment � •--!' TransfarTax — Affidavit � Mansicn Tax Certified Copy --- _ The property coverea by this ihoH 46 i ait: will be Improved by a one of t*6 rltili� Rog•Cvpy dwelling only. SOV.-G,al YEB or NO other _ If NO, See appropttate tax ci&ti96 tfH liggg� dRI�NO TO _of this instruWnt. •---^— Comrrauni Preset , off •,Sih"i ;,, Rao) Prop oriticatlon Dist Section B look Lot Consideration Amount $ Ck"P Tax Due prbvbd x ., IRECE1VEp cent LeHll L T 9atiafactlonelDisc;hergaslReleases Trlat Property owners Mailing Add re s APR 0 4 2000 D RECORD 4&RETU T01 .,,..,.!...v,=.r;. l`7CuY.ak• ` 3 �" ' i~'uND g TRI Coiliy aIIY JMILOtllt ,LL 0"ii,, Co. Name ..,. Title �+ 9 ;,uffollc C It Itecordin & EnGorsenaent Pkt •t t r This page forms part of the aUaaht^d .--- (SPECIFY TYPE OF I a1RUMEidT) The prerdsas herein is situated In SUFFOLK COUNTY,NEW YORL To Y In the Township of 'tiV'ti5� [� In the VILLAGE HAMLET"of BOXES 5 TlIIRU 9 MUST BE T1.RED OR PRIMED IN BLACK 11dK ONLY"PRIOR TO REC01tDINq O .aA ,., L { BOARD OF HEALTH . . . . . . . . . . . . . . . ' NOV 2 9I999 FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . t TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . .. . . . . . . . . ! BLDG.DEPT. 14UILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TpVJid 'rSOUTHOLD TOWN HALL SEPTIC FORM . . . . . . . . . . SOUTHOLD, N.Y. 11971 A1111 -� o TEL: 765-1802 NOTIFY: W� ��85 CALL `.P 7.O 7 7L > Examined................. 19.... MAIL TO: . . . . . . . . . . . . . . . . . . . . rr Approved..... rn Permit NO. .................................... Disapproved a/c .................................. .................................... ........................................... .......... ......... (Building Inspector) PLICATION FOR BUILDING PERMIT Date. �� . f� . . .., 19.L /.�yq INSTRUCTIONS a. 'this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. 1he work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be,kept on the premises available for inspection througlmt the work. 'e. No building shall be occupied or used in whole or in part for m purpose whatever until a Certificate of ov Oci y pancy shall have been granted by the Building Inspector. APPLICATION IS UEMW WE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. East Isle Custom Builders , Inc. .((.gg................................................... I7mb North�Ilwy,t'SuirVe'2if a corporation) Southampton, NY 11968 ................................................... (Mailing address of applicant) State whether applicant is owner, lessee, agent,.,architect, engineer, general contractor, electrician, plumber or builder. ............. uk 1 d e r................................................................................................. Name of owner of premises , ?imitrios &, Katherine Pavlidis ................................................ (as on the tax roll or latest deed) , If i is ration, signature of duly authorized officer. f ..— ........p . . ............ ( a,,I tr le o rate off' r Richard 0 san0, r sident Builders License No. ......................... Plumbers License No. .....1 A8 7.P............. Electricians License No. .,4 9 8 E....••_•.__.. Other Trade's License No. .................... I. Location of land on which proposed work will be done.............................................................. 790 Hickory Road So6thold ; ....................................... .......................................... House Number Street hamlet Canty Tax Map No. 1000 Section ...54 06 .......... Block ....Q6......... Lot ................ Subdivision .....4h1:*1.0J? 4h................ .... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ......M c Mt..I a n ...................................................... b. Intended use and occupancy ....1 family dwellin5................................................ ....... 3. Nature of work (dieck which applicable): New Building ,x...... Addition .......... Alteration .......... Repair ............ Removal ....L......... Demolition ............ Other Work .................................. (Description) 4. Estimated Cost ...M 0.1.0 0 04:.0 0...... fee .............................................. (to be paid on filing this application) 5. If dwelling, nudger of dwelling ilmits ...3........ tknber of dwelling units on each floor ................ If garage, number of cars 6. If business, commercial or mixed occupancyy specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Deptlm ................. Height ................... Dimensions of sere structure wi h Number of stories ..ions...... t ....... '� alterations or additions: Front ............... Rear ......,........ Depth fleigitt .................... Umber of Stories ............... 8. Dimensions of entire new construction: pant ....4 2: .... Rear ...1 2 ......... Depth ........ Height ....... 8...............J Nmber of Stories .....1................ 9. Size of lot: Front .. 1 0 0! ........ Rear ....10.0...1.9 1...... Depth ....X `�,'........... 10. Date of Purchase ........... Name of Former Owner ........................................ II. Zone or use district in which premises are situated ........I.fami.1 y.......................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ...., ri0 ................. 13. Will lot be regraded ...yQ s...I......... Will excess fill be removed from premises: YES Dimitrious & Katherine 14. Nanes of Owner of prend sea .,P.aJV2A da&............. Address .............................. Phone No. .............. Hare of Architect , Carl Ma jiowk.................. �ressP:.O;,_ Box5I* Bellport... Phone266,6224 ,. 1706 No. Hwy Name of Contractor East„Isle. Custom ,Bldrs„ Address aouthampLon,..NY.11.9631ione NO2e7 0776 ,,, 15. Is this property within 300 fee of a tidal wetland? * YPS .......... N3 ..XX *IF YES, SUIIIOLD TOWN TRUST S PEIIMI'r MAY RE REQUIRIM. 1 PLOT DIAGRAM Locate clearly and distinctly ail buildingp, whether existing or, proposed, and indicate all set-back dimensions from property limes. Give street and block n.nber or description according to deed, and show street names arid indicate whether interior or corner lot. S,MTE W talc SSi O"tY OF ... ... . ............. Richard .........R s Rnidrg con oact) """'•••being duly sworn, deposes and says that he is the applicant (Hare of above need, tie is the ......President } ..............................I.......................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly ¢uthorized to perform or have performed the said work and to make aril file this application; that all statements contained in this application are true to the best of his knowledge and balief; and that the work will be performed in Llm� manner net forth in the application filed therewith. Sworn Lo before me this �Iy� ..... �.� ...day of .�.. .....19.99... Notary Public .... ........ ... ........... . ..... oA lac0lN �A>0 i ralure .. nt76A" R!<fai4 Mae of I Ww fte w► !iv 4507420, "?* CAas11 / 'Z�M�on !>tidwY A4anii� i1�. BAC,KFILL WITH F,'AIISHFD GRADE SUITABLE MATERIAL. CERTIFIED TO: \ TIII z' MM`ss. =Ti RAINv✓A7ER RUNOFF AREA THERESA BAKER III °^ _ IT d �� �_ PER SURVEY BY USDA RURAL DEVELOPMENT AGENCY FROM SEP11C rav j,_ p JOSEPN A. livGc GNG SCTIC, INC. —III= LAST REVISION DATED: DUNE 9. 1999 6 £E P I'VEX t � PI APPROX >< 1- L:ACHNC OCATION OF iI III aI _WETLANDS Li in e � 2 GROUND WATER 0 0 °EXISTIN Cy,AN SAND & GRAVEL R� TO EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SECTION THRU PROPOSED SEPTIC SYSTEM n ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. SO 2�s (N T.S.) GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR ITLE COM— LAND 1V F PANY, GOVERNMENTAL AGEN THE SURVEY IS CY AND A LENDING INSTITUTIONSND ON HIS BEHALF OLISTED THE T HEREON, / OF FISCHER VA`A'NT - WOODED AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE , NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OilNE.RS. S^44• " I THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO EL. 13t 72 OO (� �\ 19, THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE— DARK BROWN ___ \ \100 FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING LOAM WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND -1 BROWN LOAMY \\ ��^� ANY OTHER CONSTRUCTOM CLAYEY SAND \ \\ -3 PROVIDE: \ JOB NO. F207,9 BROWN CDLAYEY (2) 8'0 X 6' x \, -9' EL. 4t p I DEEP c-ESsPbecS r \ REVISIONS: B WATER IN Q t-(7T 1000 GAL. \ \ y'\ \I C\I WETLANDS & SECTION 7119199 BROWN CLAYEY SE-TIC TANK. !\ r \ I\ 00 RAINW4TER RUNOFF AREA: 814199 SAND ANC i() \ i i A .SANDY CLAY �. ROOM FOR 50% �. EXPANSION. WATER BROWN FINE Z j h \ '0 ;WED—,", !!! { U�� �\ \ 40't NO.05�Ag -39• SAND I Olt \ I \ TO CP's O t ^,S_ SANDS TEST HOLE j °� \\ ` \\ 1 T license no. 050149 I WE \ o SURVEY OF z Q_ DESCRIBED PROPERTY t— \ cz o 2 I PP`,-POSED 24' 42' \ 20' W 38' F.F.- ln.5 \ SITUATE AT FL SOUTHOLD O100't TO SANITARY SYSTEM - Z TOWN OF SOUTHOLD Lr) SUFFOLK COUNTY, NEW YORK O NITARr I I\ t` NcLL45 O ° SCALE 1" = 30' JUNE 17 1999 S.C.T.M. DIST. 1000 SEG. 54 BLK. 06 LOT 06 ^ PROPOSED WELL. 133.45+ _^-' MAINTAIN 100' MIN. SEPAR ON FROM e� A,Y&SYSTEMS. \j y4,77� 4�20'�YY .N A r� ^� n PROPOSED GRADE .- ti `' 94 a; •• Way DWELLL dG PROP "' _AVG. COVER I' To 2' INV. 14.3 2 \ Ha on Ba N.Y. 46 �T/POOL 13 yV.5 H C 0 ,R d ;0A (516) 8-5330 SEPTIC TANK '---�B/POOL ZO IMPROVED ACROSS STREET - WELLS IN FROM?' YARDS, SANITARY IN REAR YARDS. Marc E. Chorsst L.S. i t CESSPOOL Successors O GROUND WATER ® EL. 4t POUT T. Canal%Zo, L.S. Robert A. Kart, L.S. Good Ground Surveyors, P.C. KFLL WITH c7NISHED C7 ADE SBAU�TABILf MATERIAL CERTIFIED TO: ° MarIill�i RAINWATER RUNOFF ARE,4 THERESA BAKER IJ° , gI I" PER SURVEY BY USDA RURAL DEVELOPMENT AGENCY mom sePnc raNx , �'I_ 'o \ JSION A. 6VGEGivO � scric, INC. LAST REVISION DATED: JUPJE 9, 1999 e'owMerER x _! / 6'EFFEC]IVE \ ,hy —Ill-' DEPTH I�I H APPROX. LEACHING POOL I� '� ICI- OCATION OF : r - ,l fl ,I- WETLANDS ° I ° I_�l `< I 3"MIN °d J rl 1 f—. W >^^ROUND WATER ° ° < ° It I I i—ll I' < Lt 4 EXISTJN C N SAND & GRAUEL MMiB_DU. CESSPOOL J' MP! c 4 W T� ° EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SECTION THRU PROPOSED SEPTIC SYSTEM n ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. O `9tiQs (N.LS) GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY 1S PREPARED, AND ON HIS BEHALF TO THE TITLE COM- LAND N/F OF FISCHER PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, VAS`ANT - WOODED AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. S44 �2�QO'E ,O� THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO EL 73f _ \ I THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- DARK BROWN \ \ 19, FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING LOAM WALLS, POOLS PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND _7 BROWN LOAMY \ \ ANY OTHER CONSTRUCTION. CLAYEY SAND PROVIDE.- \\ \ JOB NO. F2079 BROWN CLAYEY \ _ \ SAND (2) 8'0 X 6' -9' 7 EL. 4t p i DEEP-lGESSPOqLS !x\ \ �e\ REVISIONS: ^G BR WAT FR IN � Y(T I DDD GAL. \ \1-�\ \� Cy WETLANDS & SECTION 7119199 V E i CEOTIr TAAI�" \ I \ RAINWATER RUNOFF AREA: 8/4/99 SAivO AND � \ % \ SANDY CLAY Q, POO, FOR 509 T`\ 1 I I C1 A EXPANSION. \ WATER IN BROWN FINE Z 1 ! h \ TO MEDIUM Z III SAND tit L \ \ 40 _39 = 1 p2 \ \ I TO CP'S O - •ko.� TEST HOLE lice 50149 / SURVEY OF ® WELL o z � a DESCRIBED PROPERTY Z i PR POSED \\ 24' 42' \ 20' 1 \\ DWE ING - SITUATE AT 38' F.F. .5 ® o \ .'� z SOUTHOLD i O f00't TO SANITARY SYSTEM � — ------�, \ \ Z TOWN of SOUTHOLD IV � SUFFOLK COUNTY, NEW YORK A SANITARY r1N-. WELL ° SCALE 1 " = 30' JUNE 17, 1999 (N.TE) S.C.TM. DIST. 1000 SEC. 54 BLK. 06 LOT 06 ` \ WPRPOO O .l. R133.45 MEAR RNf,700'fP a G7 \_p/4 77�4 ` 0 IA/ NITARY SYSTEMS. -! 0 N DWELLING PROPOSED GRADE M AVG COVER 1' TO 2' \ l 94 .'. WQY INV. v4.3 z � I / \ Ha . on Bo" , N.Y. � 46 d V `1� j /POOL 1s.a l �A D (516) 8-5330 CESSPOOL IMPROVED ACROSS STREET - WELLS IN FRONT YARDS SANITARY IN RE4R YARDS. SEPTIC TANK 3/POOL 7 0 Marc E. Chorest, L.S. 2 ii SUCCeSSOrs t0 - GROUND WATER & EL. 4t Paul T. Con0/i2o, L.S. Robert A. Kort, L"S. ' Good Ground Surveyors, P.C. I CEtznFED TO: \� RAr^.N,1ATE,2 4LUN,GFF "FE4 BAKER PER SURIEl 3V (Jsr�� ,4(/F'q� CEvELOD'ulENl 4GEN Cv '✓ JOSEUH A. ;NGco`d0 ��T,� InIT• V LOST REYIS'ON DA%c'D- „vNE C. 1999 I I .ASEMEVTS AND OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED Fj ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSONS) FOR d ruS IAVD 11HOM ;HE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TI2E COM- v`'ivw /U. F I ¢ � Q/= F/S'v�f-R � RANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFE,4ABLE TO A001RONAL tNSTGFPONS OR SUBSEQUENT OWNERS E siA '� met T G9t ..rckl'w,m .S44 r 1i THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO c d' ti' "U C —�� Z / _ 12 001�E 100 19'� l FORE THE PROPERTY NOT LINES ARE TOO GUIDE R A RTHE ERECTIONECIFIC SOF FENCES, RETAIE AND USEAND rVINGE AV uL. •"�,.�6. WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND i ANY OTHER CONSTRUCTION rns srm"t,fswsa mad ::a"Os: cn hove b= E:•."n or eccni ;F':..iS ;.ti :.1E:ci2 C:cl zerp ciu a ✓J✓vUVUVUVU C h C J08 NO. F2079 tra satyr ua°ory G�?� � .'fa`' "vc r> ,'Yf9. d CLEARING LIMITS REt/lSIONS: L $ , }` CP C� N WETLANDS & SECRON 7119199 3� A.C a,F.2,,f`?, RAINWATER RUNOFF AREA. 8/a/99 p3 s. r STAKE FOUNDATION OI/1J/2000 fi I N REV HSE 5/16/2000 f} U/C 9/15/2000 V ? >> C F'NAL 11/01/2000 B i ST . a C I license no. 050149 N SURVEY OF `c m DESCRIBED PRDPERTY ONE STORY - 16.FRFF Nc CC SITUATE AT 1, vCONc. o SOUTHO��LD Lc) > SL49 i c a TC VN OF SOUTHOCLr-l' -:, - SUrFOLK COUNTY, NEW -V0'-' y 3 - o p N r SCALE 7 " = JO' JUNE 1:7= 199 ` 59 o a N �..� ca 9 S.C.T.M. DIST. 7000 SEC. 54 ELK '06 LOT 06 735.45' N47`44 20 ' / ;700100 ING' 732 /lvlonfauk hway j� �/ Ha an Bays; N.Y. 46 Jl '� K `�-' J� d � �� � (631) 728-5330 Marc E. Charest, LS. Successors to Paul T Canalizo, LS. Robert A Kart, LS. Good Ground Surveyors, P.C. BACKEILL WITH FINISHED GRADE su1TABLe MATERIAL. CERTIFIED TO. (;.i' ra `�-`""" \ - as MAX �iIIU--JI RAINWATER RUNOFF AREA THERE Bf�Kc�R L !f IIi-1 ° a J! —��� _ < PER SURVEY BY / USDA RJRA L DEVELOPMENT AGENCY ROI 5£PT1E TANK 1 - JOSEPN A INGEGNO SCTIC, INC.LA51 REVISION DATED. JUNE 9, 1999 8' VIUETER x U DEPTN - \ g APPROX x a cEAcmm., POOL LOCATION OF � J WETLANDS l=i1- / GROUND Y/ATERIyI! II� /N 8 EXISTIf�'G C FAN SAND & GRAVEL M _plA Cf5_SPOOL ji�° d H EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SECTION THRU PROPOSED SEPTIC SYSTEM n ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SUR'✓EY. YLCS (NT.S.) y GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR , _ WHOM THE SURVEY IS PREPARED, AND ON M S BEHALF TO THE TITLE COM- -AND IAV/t OF FISC,HER PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, VACA(VT — W AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE DCD=D NOT TRANSFERABLE- TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS S44"12'�(j''E I THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- 7 00. 7 9' FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION JOB NO. F2079 ✓ REVISIONS, Qe N WETLANDS & SECTION 71191.9.9 ; /� � QJ RAINWATER RUNOFF AREA: 814199 L ( 0 STAKE FOUNDATION 0111312000 A C}- REV. HSE 611612000 p ( U/C 9/15/2000 (/ d � A • ' 0 Z TO CP O i licen 0149 cr Q SURVEY OF WELLo z DESCRIBED PROPERTY 52.0" � � CONCRETE o w FOUNDATION !� T.F. - 16.5 �� SITUATE AT 0 28.0' 20.0' SO�UTHOLD (J 100'3 TO SANITARY SYSTEM Z TOWN OF S0U1 HOLD SUFFOLK COUNTY, NEW YORK O SANITARY � I ' 45' TO O WELL SCALE 1 " = 50' JUNE 17, 1999 Z O O ( c,4 (N.T.9.) o � S.C.T.M. DIST. 1000 SEC. 54 BLK. 06 LOT 06 1,53.45' N47`44'20'�W 100.00' 1NG, 132 rot hway AVG COVER r rc r Na on BajK ' N.Y. 46 HICKORY ROAD (631) 71c'8-5330 IMPROVED ACROSS STREET, - WELLS IN FRONT YARDS, SANITARY IN REAR YARDS Marc E. Charest, LS. Successors to Poul T. Conolizo, LS. Robert A. Kart, L.S. Good Ground Surveyors, P.C. I BACKFILL WITH FINISHED GRADE SUITABLE MATERIAL CERTIFIED TO: 2'MAX I I I� P,AINWATER RUNOFF AREA THERESA BAKER PER SURVEY BY USDA RURAL DEVELOPMENT AGENCY d � raoM 'sevnc rarer ° —I _ JOSEPH A. INGEGNO ,- - =I n j \ LAST REVISION DATED: JUNE 9, 1999 SCTIC, INC. 1-a 6'EFFECTIVE I=1 r m / �- n I- APPROX. OCATION OF ail- I�lii= _--�� �•in, . WETLANDS � :--!I I—. ,..2 ::fir GROUND WATER iDii� �. o Fps ° d EXlSTIN CLrEAN SAND & GRAVEL 'MIN 6,DIA CESSPOOL 3',MIN 4 W Tp - - 'H EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED vi �Fj- SECTION THRU PROPOSED SEPTIC SYSTEM n ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. O s (N.LS.) GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM- U LAND N/F OF FISCHER PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, � I/ACANT AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE WOODED NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. S44'J2'0D' THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO EL. 13t p ` THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- DARK BROWN \ 100. 9 FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING LOAM �---= ` WALLS, POOLS, PATIOS, POINTING AREAS, ADDITIONS ND -1 ANY OTHER CONSTRUCTION. O BROWN LOAMY \\ �� '(� �� _3, CLAYEY SAND \ y G h PROVIDE: JOB NO. F2079 �P� g9�s9� BROWN CLAYEYYEl' (2) S D X 6 x \ �e -9' EL. 4t O I DEEP EESSPOQLS REVISIONS: BROWN CLAYEY O I-(1)- 7 000 GAL. \ `r�'\ �I N WETLANDS & SECTION 7119199 - SEPTIC TANK. ` i` RAINWATER RUNOFF AREA: 8/4/99 _ SAND AND i i STAKE FOUNDATION 0111312000 Q SANDY CLAY ROOM FOR 507� t� ( I REV. HSE 511612000 .� EXPANSION. � v�•C � �._/ � � rY0, 050-\pl.1<'WATER IN BROWN FINE Z F \ 4AND S\) TO MEWATERDIUM Z �t3 \ 40't �- _39. SAND = I p�2 \ \ TO CPS ^I \\ ( (N.LS.) TEST HOLE v I license no. 050149 Q SURVEY OF ® WELL DESCRIBED PROPERTY g I PROP ED '� \\ O O 28' 24' X 2" u 20" I \ OWELLI �g SITUATE AT SOUTHOLD ' 1 O 100.3 TO SANITARY SYSTEM O TOWN OF SOUTHOLD �\ h � SUFFOLK COUNTY, NEW YORK Q NIrARr I A 45 To O 2 --_ I �.(WELL SCALE 1" = JO' JUNE 17, 1999 O S.C.T.M. DIST. 1000 SEC. 54 BLK. 06 LOT 06 PR P S WELL. 0 � � �,S;SCy ` _ PPOPQ1N 700' MIN. 133.45' \ _� _k _ SEPIA DNFROM _ EXl G & PROP \ - /,/-7•��}H2O»IAV 1 Do-00` NITARY SYSTEMS. /�/ N - `` 94 fa way DWELLING PROPOSED GRADE AVG. COVER r ro z' I ` Ho on Ba N.Y. 46 INV. 14.3 S pg.-�� p) pp.�� �y// yA�p n ? ? T/POOL 135 /I P A 6 \ ff r `� �Te �516� $-5,3j MI SfPDC TANK B/POOL 7.0 IMPROVED ACROSS STREET - WELLS IN FRONT YARDS, SANITARY IN REAR YARDS. Marc E Charest, L.S. = CESSPOOL Successors to GROUND HATER 9 EL. 4f Paul T. Conalizo, LS. Robert A Kort, L.S. Good Ground Surveyors P.C. fir' "`�'•'9 . BACKFILL WITH FINISHED GRADE SUITABLE MATERIAL. CERTIFIED TO: fL. 73t I - ' MIN. e It DARK BROWN L= 2'MAX. I -1 LOAM �El° d° d �I i I THERESA BAKER FROM sEPnc TANK Jlk y USDA RURAL DEVELOPMENT AGENCY _/. \ BROWN LOAMY (d ° -III CLAYEY SAND _ SCT(C, INC. _3 .ap;e;n: 4Y 1,_T ° It APPROX. \ SAND ro i_ DEPrH -9' EL. 4t I i�T 1 LEACHING POOL III—I j OCATION OF WATER IN o =I I k CI C iT- ..a WETLANDS PROVIN SANDY CI ANDS I T�a` ti Q CLAY V O k Z v O VI y ® "f+ I VI 0. Z -.7.. WATER IN ROUND WATER J Q BROWN IN O W > TO MEDIUM SAND e EXlSTIN C AN SAND & GRAVEL ® a O �� T -39 < ° 'Mlfl 6'DIA. CESSPOOL d, Z TEST HOLE v Z R LE �T SECTION THRU PROPOSED SEPTIC SYSTE�4 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED O O e O [� �9�i/OS ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT U z (N.T.S.) THE TIME OF THE SURVEY- C ` (4 O z ` LAND N/F OF FfSCNER GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR cG y� WHOM THE SURVEY 15 PREPARED, AND ON HIS BEHALF TO THE TITLE COM- O VAC,r{NT — OlOoDE-D PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, [C/41 AND TO THE ASSIGNEES OF THE LENDING INSTITUT/ON. GUARANTEES ARE C' ra }'-, S4�a a a, NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEGUc'NT OWNERS. '7 '7 Q 12 OO E, a THE OFFSETS (OR DIMENSIONS) Sa0V✓N HERE014 FROM THE STRUCTURES TO .-. 1 d�l• 1'g THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- 0 LS W \- FORE ARE NOT L,VTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUC7701V. 0 PROVIDE: I �� O pw I LOUcn (2) 8'0 X 6' x, 'm, JOB NO. F2079 U i DEER-EES5POgL5 ! 1 *4 o j 7000 GAL. h N REVISIONS: O ��yy SEPTIC TANK. WETLANDS & SECTION 7/19/9.9 ROOM FOR 507 _ A G ..� EXPANSiGN: 40't - - <[ 2 \ TO CP'S ILul AI x license. no,,,-050149 1 � \ SURVEY OF WELLQ DESCRIBE® 1 ROFIER f 1 Z i PR POSED L 24' �X 42' \ 20' E \\ C DWEL�JNG �U 38' t FF.- 7.5 o \ SITUATE AT ---- n 700't TO SANITARY SYSTEM � Z SOC,II'HOL D _-� � I TOWN OF SOUTHO' D � 45• ro o SUFFOL,K COUNTY, NEW YORK SANITARY — I WECC SCALE 1" = 30' JUNE 17, 4999 � W S.C.T.M. DIET 1000 SE . 54 BLK. 06 LOT 06 I MAINTAIN N , MM 7 33.45' �� __— _ sEoARA oN FROM G POP RY SYSTEMS. 100 1 LI Y/NO, G. r 94 fa Twoy OV/£{LING RRGPOSED GRADf �' "�AVD. CovEB 1• T 9 11 1 � y r�l u Nv je 3 rO 2' �I—� p O K O 'd v P i _ �0 e D N6 On Bayq; N.Y. 46 ? z (516) y28-5330 rMP.RO✓fD ACROSS STREET - 11ETL5 IN FRCVT AROS, SANITARY !N REAR YAPOS Marc E. Chorest, L.S. �SEPbC TANK CEcS�GO,'c/aoDL ZD Successors to 3 Paul T. Conalizo, L.S. Robert A. Kart, L.S. GROUND WATER s^ EL e, Good Ground Surveyors, P.C. 0 g I ­ q , I,, - - I o I , ,- � 0 " ,j ""I e .., I -1 I I , l . . � I I 11 � - . , I I I . . I I. I., -1 . I I I - I I I � -1 I I � I . , 1-I ; %,, -1. i �,, -"�- - �,, ,., I . I I 1, . ­- ., .1 . ., I I I� I � -t. I I I�I � T� , . I��� I , � ,,I -.. - I 11� �I- , ,I- ,­"­ I,-, - - ". - ­ ,�e ­ . � ''I �", , 'L - I - " , , . I I -, I . I I i I -, I"' T ,. I I 1,, ,I I I �. l �., , , I. l " I 1. I I T, , � I � , , I - . I I. , , .: . " : � � I , lil r �, , � I I - I .ji, " e I . - , - I il - I I � I, , I - 11 I, - , Ie . � ,", m � � i I I I ,� :1 T 1 1 1 1 . I - I I I I ,,, 1. .III I I I , , I � I .I ,�, . - I � "I 11 . I I � I - I :t I I 1. " I I I I I I,I- I I a .�� n I I I I I I j ;l I I� , 1 �,,, ,, ,, � I I I, , ; " , "V 0 ,- , : �. 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LC i + nt' "RE "'l ' rr a} a 1" s '1 P ,� f .r. kr �J. INCI,,. '`A, � . , . , ,. � .,, . ,,..�§I]5va r. .F c,Y� r� •+ 'c-+ t`. ,N,. :r ';" !'� v"'•_ '.,.� '( '- �rl " . .^ -,. � , . r I• _. e , .. rt I,nr } ,,, r 1 1.� s 7 e, p K ]] ..! 4Y 4f �"�,� .up. A , . A `�M?'' �] .a ,. A 'tom a 5� Y AN' r N+.,i-` ... .. .� ,x, �.,. , .. ., --. �_ ,,,., - , - y-:„, ., . , . .. -- , .. r, �r4 , 'YES . r`' ,rt'. �a, ' n'I - , , .,.. r- . .Fn, . . ... ,. ' .,, : v ., t „ � -,. ,. I II• , sv.`a t� �Pt yy nlu ,,yy - x , _-Ii ,ifi t G FF .I '-� -u ' K ' �nl-' .d .1VA. p W �M" 1 ,Je . i '� . i' ��"I'. ..l t " .t, R, '� .' k " _I '" �. : '{. "!, �, . �y '/�i:",' .4 - `h . X ''N n � N �i Jeq H" f ek'1 I .� Y S`. - Y` J'i .Y AFS k G'"t .. �. .,,,rj . I 9 � . . k 1 r e �y G �.,u: - ,� v .. .. , .. r alrv � . . :v' � " - , �_ . ,S'v'- �'., .b . '. ���:-• �x1. � ak.v 'r , .- _ ., ' +d Tt . , �I. fl,• , i . ,� v + n 'w t r {�� - :M1." n ro, r. 7 ..t a -k. P n4o P i , . ,. 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Ifpn a -"&"�r � rx , +u4, t. . .,. �r ..?£, . 5�����k.,.�C„ br ,.'s-FtA:r,��k.wr,. .,.. .��.�.� r„�.rt ,,,, <I�. s�:2'.1.`,w.�t` `i:• ..�° u�'Nd�•L��-�.� ?f.,i3GSa„� �.,.; r_gY vltFe::.^�..�r'lY,i"ar�n." e,_ .,_�.uw._,;e, ., _ .�.. � , e���lE�.?a..r.�ht�..dl�.,I _, f,. - _ ..n �r�_. . �' ��.r SrJidN,ty-q"s rt •'"NP.h.,.Si3r REix_?:yrG-,-- laEirdOD s.,W....,.��..,,T�,...x- „as ,,..a„-M....,,.�wm® ®,,,. :.,...,..,m.._...:...... ...a....,�..,...•..._.,.,.�..... �, a..�.y.Y..��a.,. �.....,.._.,,.,. - :mw+,.�= If the tetrl f.fi,N$]2IL NO:lES; 17. ,Ul mortar shall he AsTAi c-27d r r- ` ' > „„ :.. taro or "k«s _ - in a 6000 day z.u, s. y c 'M All framkw,shill be dope in Ycc:s 1' r v t f rir qx aat.r, r r .' .,t tho building a s L`h�s tart wx 1 xac> r,a - Ail work shsd tuufuke t rha.e 1--, .. ., "-r,;•� edition of"National Oastgn 43mS"3S\YY SK - .'s t 4'3 •.a tode:r nod oriifimd is'. l amher and its Fastening ;r e - E r ". , c; - .- ,• - - - a1 r trng o1 a r, d_r:p c.a�, .,_r . h' r.l 'i'AELE 'THERMAh 1 -•_ em aaao than .,x Win. ', All tterf4klt aaek pE;all ConfJr!r to d,_ •-..,.: :.I. -I+:v.i Lumber h'Iamfartnmr-t ll"actei.a:,, ._ ._ R,IT*x, - . :- - welnpa ol.ents than ocreaitl =a=l:and local 0,ding nor, Provi'u r oljz- r - , ,. .. IS. All R orkmmnshlp including naiia r f .. - A Av t ASSF1N-I�-'r - _x,. - are capably �:1 ... ..; r -late€ur at rich tFHi" ydts os=e r r -: r r� etc. to conform `M the za Were E ni vi6 "`- »_ i (0=' .,'.,], g seas to ,h'll�1-a' i. The rontractir %hail be reefuuu ),. u'a„ tNe NetivadPneS><n`:.pariYleat•.t r, - r .. - a-or rotardar 1u 'E " s the National Purest Proawe is , .- f - -. -__ -- r :,n ,, _ dimensions unA eond-n- ' t ,! s r r - y, % t ; A2 - 1 - _ ' ! 'J t' e e of t'.:' incur Yt nn r r s_ 2i. finless noted otherwise,all Irar,, t '�.-,_,.r y - e_c. hall be xnstallea ,., a m ,m.o: n - .hewn nn the dry s n Yu I ar' 'r' v r r site, Any dLcrepvnwy, . 1 tan-: f - < ; ,rn girders,sends&pla!qS libip"t;:J r �: ;"•s e _ 1Z _ t pt z.{aw cvnt>nuz ty of xnsnlatxUe a: ate! mporledto.br Arahnte:ao - rf lilt =:n-42 with ehv `etlu3 t „2!!v+.rh . •.,,t + A3 I, "tl. ?-ice 5r band ,ozrta and r r.i l � y Ucocs s _ It te, I _ �' arv:7 r: .,onda ti.nad upacss stye! r;., necestsb shall , besmadr tea- a:, ,. .. , . :.s re �5.xt..: hear Ill. h�t�0 p:� i;�a Suor to Tacrua t_ntx t�. Sact:nn A ❑ .- lab edge lovulatxoa shall extend from cha such zs deemed Reif , yt6, the r- .1. All lumber ntatrria's used.u.h - +r (All v++,3) ' G ] f the e1:,4 to either: d 'fhe Calltircuir�ak.ill pra,•a the - ..-i 'gt.: , S sound, d;} .la!•;i� - errs in a .. t ", o c� E. >;uo;!Ls.,Lrht, a „ - rE k A x.n,mu,n depth of 24 inches kr2o,: Occupants front th• p^ojtrt ai: s r h,tl shakes,and Edgier;uper`t.i vt-,. t . ' Bl F.no�i eai_e e tLy,"J sZy' r�7r - _Zo gcn=in or halo. the top f era provide and maiutan ult s.re% t to- -: Ile ln. a:rrd and ul ant,, rr�irn'u b 9 c s.n � S :�r- ,. I 'rooter; or tempormr} pnrtda r t d ) r - t { S t - Pai de ledger FIr cter '•1 . .Los t top of cha tier, ta, the mxtrting work amif "sn-s Suv, it � I a n " ro ,l +aP he: hardware as rrgmred, E2 E6v:a,`. ., ' a t. _._ _-_ nottom of tho slab, and that, o micas of the building Affoird !+. 23. Provide 4"s4 ' !4>Ly pried ee e`,L' 1- 1 - clad -.t Lu vn .1 distance r.:% it tech,: S. All lend"" shall rio nn axngis an4 r . bearing points c` dt a•rerbi• '. - e,-,,:t7/"� i 3 t.q a:total 1'Pr,u:. ... tarq fay Sentxcn B k,,.nuelth the slab SYV _7( mgaminimumfart othcmise noted r car r. - r-rk, n 'hall by limxtcl mn o Ptca aflo r�•4 irWtlo.rs ha 7 Provide(3j2' i" a' t at, S. sw, �, y c r 3 .4. oP 's. - - - lac nth the provisions of. ...t>oa - ' s t7 u- .�13)t. ) vt trt(' p> ,; ., ,i f< ENTER DATA Ad •T „-1iii. (5: "-set C1=C2,_or C3) tug purposes and SIxaH h4 Ydin - _- - triple frYmlilg mf£:6t 13's wn' �( - r,: :. s I _ ty �b �n - 10 . `axe fne7e 'n"Eltu as found umn s,jnarm :S w! n - t- 25. All beams to bets Sm rl nt.r- o - v .'p -5 'y F'_ocr [•E ! k ilaao., vhell be in a,,oca_un o with tcc� "' ps placed an rack rvhr user :t Fa,- lw• 26. Provide dnuisfa jt its ono t '.v',.! I . • - t fjz5 T I F,rOl ia]� L sac Gicn 7Bi3.5 eL this rode, _ C2 Foundation wall ,., Should clay or bit a o- ,e rare n, : ? at f'nlm, te•rl, 27. Manse wish double, ad ;' r,/•. .x..t l�mr-n: s a .e voat car :.oq a ens :t- �a I^1 ur r ft - . ::,, Ft . r - I Cede, Footings are to be ian y-rd larger than speeing. 3 Ka .z fi :, ncneetc v,: rl; th>!I r-+£rs sa r 28. unless Enure : r n to Fte,ov n,..l A11 -1-.c�,ar„o., ;y _u..zcl:• :all :r,t_ ..n� r� r � •aS1=� ;t:'o 1?zpos iro __ ft. at section 7613 1 of this Cede. - ,oac,+ur ter postri. m (,1xc .: npeant k a[(e ra' }s r < I is Ya�6c Tnsur"a`_-t L ,:cr All ioct eystevs :.'.ail meet the requirements of .,eat.,.,, concrete having,,inhonaum 3ketl. ..,n . =i=r rL:h zt ?5 :'i. lsreigork .c -t, pray t e, r Rs 7813 '19 ..£ cha= �c.te. days exceedf q; 8 Rat. Cents It utr.. 7>n. ,..l -- Vo-: ,al.c.,,� eyercros shall meet the raquiramonts of 8. Notmms ofexlerior fnidapstu k, t , -.. s'.Gps., v.;= t br;•E;;!<g th pe a' r 4 1 ur_-:r 813 r6 nF th, + Coda tl ' 9 (D below,finished grade Bottom ends at hrtd +r,c' ch a C3 'lab Edge 'all _Race heating anj servlca water heating distra-„ 9. DO not back;ili against rsvrr,'..;•' r..:.::. i . subetlnars and my7c it{ of e m 4 @{lnsulaacr x, " G-.Oa _ �5 ozpana shall mceL tho regrements of sSac'on 181 u __ ttd-nin=e: mwim•s:r ,- 'ou 0' 30. FYhre rheaE:m7,is [g }t .:.a - this ^e3� tt;. N!'hrrk r^,n*inns errser td L., , y, _ t d u =__-. , lenin at exterior r.,nreic. Subtotal. Thermal ., ,-en.y 2or ac-ctxon C III sr rvx ce water 7813.heating 1 systrem,through shall meet the reyuar� tlhan two feet vertical to font oea; a .,Eufl 31. Fras ode and h-,iga! (Cl+C2+C3) : -�.�J meow of oectxoc.an 7lighti through 7813.34 of that '_ed=• 11. Shahs to heyfon d^ parou, g,:E'.. I ; ::,ac "'OL ll'z r 1 bearingpartitions and a€!,: ., �h i r All ei acl_u csl artl lighting systems and equipment soy' I P xt`"� �� meet the requirements of sections 7813.52 through 7dL 5.i Moll.polyethylene vapor harrier nudct-slat,. 32. Install .019 aluminum its, 'i;: D. T_02A:. THERMAL, RATING (A'9+C) . . . . 12. llfrack is encourtet'tc,no[if till::%"� v.; iCr.,io:a-I litre concrete,at all cric4cis aut9 t ,, [t of thin Code. y, I -�' roceedin melons whe r si7 i 1 ; t:re d(vdart - 1 `•7eL ,- proceeding. other Ion . 13. Provide Jr!" diameter threats¢' daaE+s'; moire ct N' �t .,a exterior joints as required. k FORK., minumum two per plak., t seta air"Ran it oa, 33. Conteattar to cahmtt ,a sepm ate s:c:kasvc:ei I:a:=:r :ot p t corners,lmmneF.nreV<riorsiili. t_. ine.lineut. iFim otuat6 heating equspmeut ns rrquirro !�„r.:r,:;n(r, :: 'cue .n.:_ 5 p inches in cast In plaae cotrrrete; ! ?�, + ,11 is mein ;,au:.ry of not less than 7VIT. The r::ii,,lie. rf the hunch,,; ,,'0 p i ha cells and spares filled with cora3t=!•; sent to maintain Snoh indoor[v:u(rcrelurtsbaii bt 14. dtelnfercillnban-asrequired a.ru,€::it tars, t ra:isdt;uns, the average of the rce'order= no anal mtnirnura tm he deforned billet steel bass weer.-,.ing to A TIl-6t5, temperatures for the locality. Prot i le reachanicrs aendiio- i{Irade 40 welded wire mesh AST ai .A rt:=. tion In all toilets. ,r IS. Brick and cauemfe maeonry a:ile :"lrxil cnnlsr:a to the 34. Construction is 4e be in ncav=I:=,.re with pre. i)l i- Lodes ' "Recommended Practice for E'...l e.7 ibuck nEelaee ru", and standards - "I _ h latest edition ,y r r f t d ,roe RwBrtnte, 35. Da not train drawings ,1m c r rt-o= snty.rrx. Ci, a r I L r ' _ '�,1 "IMr.%onry ,y Natsuntif mac _'[ t _ 'Erne As%ar,ndb.n. disrrepaneis to tier arrinie _ .•roes„Arse,",_ 16" Concrete blocl.,han ry in sit;. ' ,r�, 36. Tee srchitert assarne, i .yes,- Oe=ahrY ,, [l .1uiRl E'ad ',rx'! I` ! yt coosirnolbie. p ASTIVI C-145 Clads N 1 __� i i Si• I Al Toh ovr,�f 11r, _ ti_ �w+s:W.R I � � � r• I � 1 f r Ir} t I 1 a A Lai Z 5-1 Ail, V, QW) QW no, "I" to D. ,21n�! llvvq war I- a 4 0 ------------ L7 FZA F:�? 77 4z* A41 L7,,�I 4 "YAK AI L I ,i7� lip rl __ .__ __.. .. . _._. a , l � I , - -L � tf 'y. I li�, I F WA c_L, w F r , Ua 14/00 21:5o FAX 631 286 6687 HAMo hA and SChLA101AN t¢Jo01 Majowka & Schlarman ll P.O. Box 51 Prchitects Planners Bellport, NY 11713-0051 6:1 I Tel. 016 2866224 August 14, 2000 Fax -516 286-6687 C31 Michael Verity Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Mr. Verity: n Below is the detail for the rigid perimeter slab insulation for 7 90 Hickory Rd., Southold, NY,for / I East Isle Custom Builders,Permit#26259. ifyou have my questions on this matter please call / my office. Yours truly, arl E. Majowka, R.A. Aile ins ladon must extend \\/1AMj�L.— 1116 t 24"under the slab y _ `- Ur at least 24"below grade Altemme location down the foundatiotiRell. Rigidinsulation o EpEO t i ��C>�p s,E•MAjo7r, ST�TFOF NE`1'IyOP Cad E. Majowka Registered Architect no-1'PL-J JL U S / r_FZ-'+fi