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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 S' 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 �, 2000 Instructions FOR CERTIFICATE OF OCCUPANCY Instructions 1 application must be filled in " _' . ... ' 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 —Landd . . . . . . . . . . . . . Location of Property . .�Z.Q . . . > G O✓ . .L`��: � . . . . . . . . . . :�79 in 'J. .'. - . . . . . . . Nouse No. Street Hamlet Owner or 0 nl pert l L?S��/���. �cuj ki!¢�. . . S .. . 1. . r. . . . ' letR�/��/l7 County Tax Map INo. 1000 Section . . . . . . . . . Block . . .CO. . . . . . . . . . . Lot . . . .(fl. i .4 a P. . . . Subdivision . . . ln✓�.{12/� J.FiledMap No. . . . . . . . . . .Lot No. . . . . . . . . . . . . . Permit No. -Date of Permit . 1 10VIOV. .AppIicant . . 64f .-Sli°. 61 S'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 allapplicab a codes and regulations. Applicant . . . . . . . . . . . . . . . . . Rev. 10.10.78 (5 Q& 5847p C,G x7.50 z 03;1311999 11: 55 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) 765.1823 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 & KATHERINE 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�, New2 York QMWh8A*C0unty r'ommlaebn Ewes Januarysi'm e" FROM : ELECTRICAL-INSPECTION-SUC. FAX NO. : 51621366683 Dec. 19 2000 09:35AM R1 °��,i, ;,���trrki }}i :,19�;�,��}l; ttq�!(�'a4.tom-_.`.. ,,ir,_Iii;—.,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 Serviceit 875 penton 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 bo Street: 790 Hickory Road Village: Southold ; Zfp: 11971 Town:Southold y Section: 54 Block: 05 Lot: 06 Introduced by: Warren Scott BlecMe t.ic.# 498-E was oxarn(ned and found to ba in carnet R11w with the Natiartal fleotriaal Cod¢ rJ Attic �'rJlst Floor i:: O/S Rosldontla! 7 poo/ / ;.•t,`,, I, 1 Det. Garage r � I Basement [Rcpt!las �'lktures.- . GFI � -Hof Tub I I NV Detects s �a I J o/S commercial L� SwItches _ eaters AIC _ Fans 19 9 4 Dishwasher Washer/Arn p Ary®rlAmp Avon RangelAmp Garbage Disposal 1 •4;:,:,A 1 20 1 30 1 ,r Furl ol( Gas Circulator Smoke Defector Bell Transformer 1 F 5g' ; 1 1 1 4 , cf�•'Sy Motor Amps phase Motors rete hone P� 1 100 Telovision Carbon Monoxide' as OtherEquipment.. 20amp putip/hood r'` ar rd ugo Surd/ president Building Permit No. 26259Z mis csrtlflaata must not be ditared in any manner tnspemrs may be identified by threr credentials - / ` �' -.� V'' 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 IST [ ] 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-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY REMARKS: >� t Ae DATE d6 INSPECTOR f } 65-1802 UILDING D NSPECTI [ ] OUNDATION IST ROUGH PLBG. [ FOU 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY M RKS: ,DATE _INSPECT d6d�- 4 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. j ] FOUNDATION 2ND [ ] INSULATION [ } FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a/t � ' � e DATE JV11 INSPECTOR 1 1 • 1 • 1 it • VIS, / is/mai f y l� 1 1 1 �� � I/�'� / •,I''- � ,„moi `- e s P 1 12000 l Majowka & Schiarman � � a......,_._a�..�,.�.�,".r:..�....� Architects Planners P.O. Box 51 Bellport, NY 11713.0051 Tel. 631 286.8224 September 7, 2000 Fax 631 286-6687 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, _ ��p eRAD 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 288-8224 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 L must extend STf3 24"under the slab 'br at least 24"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 8/41100 prepared by Sar 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 8/3/00 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 42000 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 villi l-VU-1-eor1. number. The valid OMB control number for this information collection is 0575-0042. The tune 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 IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIM REMARKS: C ,DATE Cly INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ll'--ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE& CHIMNEY REMARKSA lZilf rte' 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 H O O O O T T y a a C N 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 CD 5 ^� w F3 PL 4-1I V • 8'-B 1/2' '-p � N ,.y ( ) a 24-00-00 PLY 9-1 1 V c ro 0 t7 .. • c N 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 I 6X6= 6x8= 6X8= 6x6= 6x6= 3x611 5X5= 3X611 6X6= 6x12= 6x8= 6x6= Gip 1-)4-OOT U V W X 2 AA CC DD 11® 1-04-00D -r 1X3; - E 1-04-00 U13= 1 -L_ C5 R Q P 0 ' I HH I#S I J i H G 3x6 6ce= 6x8= 3x611 6x6= 6x6= v G 33 N 6x8= 3x611 6x8= 6xe= F L _ 20G-RHS-3x7= 5x5= S1 3X611 - pr 0 20G-RHS-3x10- W O M V m I.1 m N m TC 2-0' -OB 2-06-12 2-06-12 2-06-00 .+ 10804 20102 2-06-12 2-07-08 BC eo 2-06-00 2-06-00 2-07-00 rn 3-00-00 m 10900 1 2-06-00 0 0 m 0 0 'a 24-00-00 nv O o 0 C .(6 s/ Q UniStar -- Versiol 40.0.110 MEMBR CSI P(LBS) MOIST M02ND PLATES - 20 GAUGE RHS RUN DATE: 7-14-9) WEBS GRIPPING 484.348 PSI PER PAIR C-B . 581 C C-B . 581 C INCLUDES 0.01, INCREASE +*•++++++++++++ E-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 �-068 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 WBS 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 INCI:EASE: 0.0% I-DD . 32 T DD-H . 1831 C 2. ANALYSIS CONFORMS TO H-SE - 1787 T EE-G . 1967 C TPI (PCT-80 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 (PSP) 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 (DEA 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 LBS IN-SX LBS IN-SX SHEAR 794- 458 PLI P.R PAIR LVL C '�[ f C 2338 3- 8 F 2691 1- 8 4Y 7 JT TYPE PLATE SIZE X MEMBER FORCES - EPCH PLY B 4010 6.00 X 6.00 1.5 3.0 1-4*- a Pd G�� MEMBR CSI P(LBS) M01ST M02ND C 4000 3.00 X 6.00 CTA CTR ' 1�•� A-T 0.08T014190C D3 0 254 E 4010 6.00 % 6.00 1.5 3.0 ' N -rots 1co T-U 0.19 3854 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 1010 600 X 0.00 CTR CTR T�US4 (S �f31cwF0 82-W 0.39 8015 C 74 119 I 1001 3..00 X 6.00 CTR CTR .� y� W-X 0.44 9788 C -119 -47 J 1010 6.00 X 8.00 CTR CTR '� c Ac W1 r •3e 4� LOAOs X-Y 0.42 9780 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 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 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 5046 T -75 172 W 1010 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 MA 5350 0.45 7131 T -133 305 2 1010 5,00 X 5.00 CTR 3.0 �3 0.45 7231 T -133 305 Y 1001 3.00 X 6.00 CTR 0.7P ��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. 1 i HH-M 0.70 9788 T -1223 236 CC 1010 6.00 X 6.00 CTR CTR M-SI 0.64 9573 T -236 791 DO 1070 6.00 X12.00 CFF CTR (7 #t x ' SI-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 -109 113 Ap90 H-G 0.19 3131 T -113 .16 G-F 0.01 O T -45 JUL 1 5 1999 01/06/00 THU 15:26 FAX 516 654 3526 TRIANGLE COMPONENT DIV. PIM 0304 QUAN .TYPE SRUI Pl-Hl 4VEKHAN(d5i 'JU13 �5 M100 120:L00 10400 0 0 ¢T99071140 EAST ISLE/BAKER 2 H NO 1-04-00 O 1-0 -00 9x4 3x3 3x3 3x3 3x6 5x5= 0 p Q I R PE D Tx�= .. 1-04-00 C N M L K J H O 3X311 4X4 3x3 1x311 1X311 3X3 4x6 m m TC 2-040a BC 2-0708 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/DEFL (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) . BTM 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 INCIEASE: 0.04 PLATES - 20 GAUGE LOCK TRUSS W/ 3-10d NAILS. REPETITIVE MEMBER STRESS USED, GRIPPING 322-282 PBI PER PAIR INCLUDES 0.04 INCREASE LATERAL BRACING: TENSION 1165- 480 PLT PER PAIR TOP CHORD - CONT3NUOUS SHEAR 744- 458 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 0,%j -rap op L F 1003 5.00 X 5.00 2.5 3.0 � SUPPORT CRITERIA G , JT REACT WIDTH J: REACT WIDTH H 1010 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 1010 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 CSS 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 -880 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 ( 418 134 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 D 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 ul� K•O 16 T 4'J 295 Ct,�IgTd J-I 310 T I H 729 C H-F . 792 T N00 �90FESSI JUL 1 51999 (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 o/firm or individual) MODIFICATIONS n • r w E)epor.,,y4gng burden fm•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,AGshington.D.C.20250;and to the Office of Management and•Budget,Paperwork Reduction Project(OMB No.0575.0041),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: • /V- ?rAZG' OlyiFaF/Rs�2�USNTib,4 eC4Jl(Oi�� L' 6- and (name and edition of the applicable development standard) 9'TAY-c3 e,--OA-re c, ./ 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 Ooh�° p�� (Type or print name) (Professional Registration No.) L3G7' 1-21— O 2.._ (Title) (Expiration Date it applicable) j (Area Code+Telephone Number) •U.S.GP0:1994.666-006/01604 4 m � w Y DIC-14-00 09:I7am From- T-432 P.03/05 F-100 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 daypfMarch 2000 w DIMITRIOS PAVLIDIS and KATBtjjG PAVLIDIS,big wife 6807 Ridge Boulevard Brooklyn,New York r AND, party of the first part, 'TRERESAtAKER Winding Path o, Mgno 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 sucoossors and assigns of the party of the second part4'forever,all that certain plat,piece or parcel of land,situate, lying and being SEI SCHEDULE "A" ATTACHED HERETO AND MADE A PART HEREON', DISTRICT; 1000 SECTION.OtUI) BLOCKi 06.00 LOT(S). 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 30, 19$6 and recorded August 25. 1986 in Liber 10108 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 prei llses 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 assig9n of the party,of the second part forever. AND the party of the first part covenants Ablit the party of the fust part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid.AND taw party of the twat part,in compliance with Section 13 of the Lion Lsw;covenants that the party of the first part will receive the obnsideradoh rot the conveyance and will hold the right to receive such consideration u a trust fiurd 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/D8 0-108 STATE OFNEWYORK, COUNTYOF6UFFOLK)sss Individual/Corp +� on the 23rdday of March 20011, befbro me,the jmdersigned,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 ledged to me that helshelthey executed the same in his/her/their oapacity(tes),and that by hIA rltheir iii 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, 20. 3 STATE OF NEW YORK, COUNTY OF .r )sat individual/Corp On the day of 2000, before mo,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 , undersigned, Subscribing witneaa On the day of 1999, befort,ibe,the undrsigned,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(ii) to be the rim Individual described in and who executed the foregoing instent;that said subscribing witness was present and saw,said execute the same;and thsi Siad 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?aais of satisfactory evidence to be the individual(®)whose name(s)is(are) subscribed to the within instrument and aoknQwledged to mo 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 undersighed 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 1996,before me,the under9igned,personally appeared the subscribing witness to the foregoing insttitment,with whom 1 stn 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. TiAtil No. 33044-3635 3` SCHEDULE A Poltoy No. ALL that certain plotr pi.eca�'os' paxcel of land, with the buildings and improv6 Soutthold, C'ouereonntV of Suffolk State Noand 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 frau 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 a400 se to said northeasterly line of ckory Read, North 42 degrees 15 minutes 4 �ccrltl East a distance of 145.0 fe4l to land of Fischer; RUNNING THENCS along said land of Fiseherr South 44 degrees',12 minutes 00 800. 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'' degrees RUNNING THZ�(X along said r1itheasterly line of Hickory Rodd North 4Bir4t*10 44 minutes 20 seconds West 7 distance of 100.0 Beet to the point of gE�,INNING. y , rr " , i,. For Conveyancing Onlyascribed 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 Improv thereon which by law constitute reel property,unless epeolticetly exoststed therein:Now Is the time to determine whether we`"ave examined all of the ptoperty end easements whish 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 01`1111`9111#Or s Oh Insurenee NYSITA CERTIFICATE OF TITLE-8014miU k A FORM 26-009.74-A(4.931 � - . 09/07/00 07:42 FAX 631 286 6687 MAJOWKA & SCULARMAN Z001 .-7 2009 Majowka & Schlarman P.O. Bax 51 Architects Planners BelOA W 11713-0051 Td. 631 286.6224 September 7, 2000 Fax 631 2886667 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 RTF OF , Cart E. Majowka Registered Architect cmajowkal9uffolk.1lb.ny.us MAY 17 ?PPP a J a N N START 19.2' C.C. 19.2' O.C. u 19.2' C.C. l� J 72 F1 rn i m 5 F3 2 PL 9-1 V -8 /2' _O cu 24-00-00 2 PL 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 11 1X3 11 1x3 11 1x3 11 1x311 D GG KK CC , 1X3 11 1x3 11 1x3 11 1X311 1x3 11 1x3 II 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1X3 U $3A 1-04X00 Z AA BB DD BE FF HH II JJ LL HAMI-04 j.R.p E 1-04-000 PPEP, CR'ls 'nsv � QT QR QP D D7x3W 1x3 1x3 1x3 1x3 I M K I G 1x311 U S 1x311 L 1x311 J 1x311 H 1x311 F 1x311 1x311 Sl 14311 1x311 N 3x6= 1x311 1x311 1x311 1x311 3x311 m TC1 23-09-00 BC o 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 o ao 0 0 v 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 UniStar -- 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-p3 951 F-E - 19 C E-O . 38 C 4. PROVIDE 2X6 CONTINUOUS LUMBER STRESS INCREASE: 0.04 F-E . 19 C STRONGBACKGG (ON EDGE) AT REPETITIVE MEMBER STRESS USED. DL+LL DEFL - EVERY /0 . 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 - I 116 0.04 INCREASE ' BOTTOM CHORD CONTINUOUSLY TENSIONSION 3165-'480 PLI PER PAIR • SUPPORTED ALONG ENTIRE LENGTH. SHEAR ' 744- 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 CTA 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 EE-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-S2 0.07 0 T ` 142 63 M 1001 1.00 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 CTA CTA 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 CTA CTR p,��OF N MAq y0 N-M 0.01 0 T 14 -14 HH 1001 1.00 X 3.00 CTR CTR y 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 CTA 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 W- 114- 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 X100 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 1X311 9X4 S1 3x3 1X311 3x3 3x3 9x4 1x311 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 2ry-06-12 2-97-08 11008 202-06-006-12620BC 2 6-00 0 0 0 024-00-00 0 0 0 rQ� � UniStar -- Version 40.0.110 MBMBR 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 0.04 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 WBS 0.12 4X 2 SPF-q3 951 Z-H 1010 C H-AA = 1012 T JT TYPE PLATE SIZE x Y LUMBER STRESS INCREASE: 0.04 AA-G - 1350 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 '= 0.79" AT W TRIANGLE BUILDING• PRODUCTS BTM CHORD - 120 IN. OC LL DEFL = 0.57" < 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 . :FASTENTO 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 LBS IN-SX LES IN-SX INCLUDES 0.04 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 CTA 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 1010 4.00 X 4.00 CTA 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' 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 '102 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 O4Q��=N C-13 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= 3x611 S2 Y S4 BB 6x6= 6x8= 6x8= 6x6= 6x6= 3x611 5x5= 3x611 6X6= 6x12= 6x8= 6x6= $in 1-04-OOT U V W X Z AA CC DD }jE1 1-04.00D --- 1X3' g 1-04-00 _ 1 = CS R Q P O HH II J I H G 3x6 6X8= 6x8= 3x611 6x6= 6x6= v v 6xB= 3x611 6x8= 6x8= F S3 N L 3x611 20G-RHS-3x7 = 5x5= S1 5x5= 0 20G-RHS-3x10 = 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 Q0 0 o 00-00 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 PLT 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:, 0.06 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 BTM 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 FI, = 0.55" < BRG-SPAN/360 ALL HEARING LOCATIONS. LOADING, LIVE DEAD (PSF) SPAN/DEFL (DL+LL) _- 374 6. PROVIDE 2X6 CONTINUOUS TOP CHD 40.0 10.0 ' STRONGBAoCKS (ON EDGE) AT BTM CHD "0.0 5.0 PLATES ARE FOR EACH PLY EVERY W/ ' . *FASTEN TO. EACH TOTAL 40.0' 15.0 55.0 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 424-282 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 3030 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 d.0 T L< O-N 0.55 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 *,�. 4 ulZ M-SI 0,64 9573 T -236 791 OD 1070 6.00 X12.00 C79 PTR 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 1 S9 1100 7.00 X 6.00 CTR 0.: A P I-H 0.35 5894 T -109 11313 /SOF H-G 0.19 3171 T -113 46 -_ C-F 0.01 0 T -46 ,. JUL 1 5 1999 ¢UAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 5 M100 120100 10400 0 0 799071140 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 7x'5= 1-04-00 C N M L K J H G 3x311 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 G NDS-91) . STM 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 ,10 . FASTEN TO EACH LUMBER STRESS INCREASE: 0.06 PLATES - 20 GAUGE LOCK TRUSS W/ 3-10d NAILS. REPETITIVE MEMBER STRESS USED. GRIPPING 322-282 PSI PER PAIR INCLUDES 0.06 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 . . LBS IN-SX LBS IN-SX I 1091 3.00 X 6.00. 3.0 1.5 , C 641 3- B 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 CSS 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 311 -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 -25 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 = 318 C C-B = 318 C ��`� 4 MA 09L B-A - 636 C A-N - 807 T �� 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 X740 = A 90FE S S� JUL 15 1999 QUAIT TYPE SPAN P1-H1 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 ' CL 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 1-03-1261-09-08BC 1-0 206-12 -03-00 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 9.00 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 1.00 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 487 3- 8 0 1001 1.00 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-N 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 TJ /;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,-\ AROFE JUL 15 1999 START 24' O.C. - LO LO Ri 20 24-00-00 L 62-00-00 BAKER LOT ;#242 ROOF QUAN TYPE SPAN P1-Hl 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 T 1x311 P Q HO 4-00 12 1x311 4.5 r 1X3 II O R 1X3 11 3x311 N B 1x311 4-10-00 M T 1 3X5= 3x5= A ^ C QL QK QJ SI 0 0 Q Q 1x311 1X311 1x31( 1X311 G F E D R 1X3111x311 5x5= 1x311 1x311 0 0 0 00 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 r 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 00 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 WBS 0.07 2X 4 SPF-p3 865 WITH ROBBINS MANUFACTURING. LUMBER STRESS INCREASE: 15.0% GRIP BASED ON SPF & GYP LUMBER WaMmg : TMS Dross l3 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 10.0 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 DC 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 DCO 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 12-09-13 4.5 T HO 4-00 ]2 HO 4-00 1x3\\ 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 SPP & 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 2001 " 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 20Q1 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 10.0 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 `SOA 0� 018• �2 90FES iON'y Awl 6im 08/1311999 11: 59 512988133 C B CELIC PAGE 02 Albert J. Krupski, President ,gyp QgUMilt Town Hall James King,Vice-President �'4� d 4aQy 53095 blain Road Henry Smith P.O. Box 1179 Artie Foster ren Southold,New York 11971 1 en Poliwoda Telephone (516) 765.1892 Fax(516)765-1823 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 nmateen hundred and eighty 14 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, Ii. Yorke 11230 , 1 ad Rx ii,y5zi .1 air ",n; i Wilee".11, 11.1%Vie ell"`,I Ill. ............ Tr.nOnd.,:a" athol 1,1111.6k,consideration paid by✓ th'.pap-ty.(.he s-1,nd Pa I I da e I 1-11 ll,1 .111 1-"11"1 1"Ij.I in I h I pall 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 0606 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 said 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 15 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 1 980 TAX 11 i + — ony roads thoail,v.dc,,:,bad 111"p-Is 1.fiand ll, nmo,line,Ouof fn,.f.Trrq.M�,with-he pinnpontun,es and pit the 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 pans of file second pared And the pnpe�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 been uecu o "u'uh . .....ive,except es "0"', j And In.pini,pa .a if the fiuv p.ut. ccmpfincuc,,with Seaton 1.1 of Ora 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,e,',b The wo,d ',aoy-shah be construed 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 SUFFOLK 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 rnecutedf the husoomg irsimmidel, and acknowledged that he executed the sit.1i, ,hill rsennod rhe ssm. NOCary 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 b0 nude 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 ,n the Nue, o,ut,turnem.Nat he bar re. , Wm,,,a subfbm, witness, was F, send sow knows the...1 Of.,d that the Scat affi.ed to Said instrument is such corporate seal;that'd LO,ao affixed by asa.,e the some.and I h3r' 'he,said VkHolles, order of n. lb.tud of dua,lpirtf of said c.-p.mhum, and a,it,e sari time subscribed h nam.as Witness:hQRI Thal be signed 11 name Itherom by like o del, EQUITY ADSTRAcr, INC, II BL= u 1T117 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 ccmpdl�Ntsk RETRAN BY MAIL TO )r.9j'rRjOS PAVLIDIS and KATERINI PXV1,101S, hLas wife. MES SITSES, ESQ. Ird.•it ca,m.1`uw sollMA114 ROAD --d of nm IiIau—iulr (�n.buepee SOUTHOLD, NEW YORK 11971 U:UFE TITLE INSI YorkURANCE r°"°' Company of PA 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 BLACK: 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 tfore, jpe this day o1999. 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 Swornh' to fo me ts 1 day of _L�� 1999. F BY: Motay Pubk Stele dd New York No.01FE48M10 Qua1W M&ft1k CW" ^^ami<ron ExptrM Dec-14-00 09:16am From- T-432 P02 F-100 4-2432PG263 �; " Ric i ' lw1E L ESTATE Number of pages TORRENS APR 0 4 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 Tota" Or � �{`` Spec./Add. — --- EA•4217(Biota) 'j"�__� /( TOT.MTO.TAX —. 11P.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 approptrate tax cl&de6 oii 00ji� dRI�NO TO _of this instruWnt. •---^— Comrrauni Preset , off •,Sih"i ;,, Rao) Proporiticatlon DistSection B look Lot Consideration Amount $ Ck"P Tax nue prbvbd AECE1VEp cent LeHli 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 ,.L�I►ti,, Co. Name ..,. Title �+ 9 ;,uffollc C It Itecordin & Eniorsenaent Pkt 7 t r This page forms part of the aUadVId .--- (SPECIFY TYPE OF I vS1RUMEidT) 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 TFIRU 9 MUST BE T1.RED OR PRIMED IN BLACK 11dK ONLY"PRIOR TO REC01tDINq O .aA ,., , ii{ BOARD OF HEALTH . . . . . . . . . . . . . . . ' NOV 2 91999 FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . t f 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 . . . . . ... 7.o7 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. She 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 Ociov 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 , Dimitrios &, 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. .,4.98.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 .....d9L*90.?e4h.................... 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 dwellung................................................ ....... 3. Nature of work (dieck which applicable): New Building ,x...... Addition .......... Alteration .......... Repair ............ Removal ....L......... Demolition ............ Other Work .................................. (Description) 4. Estimated Cost ...M 0.0 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 nixed 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 .tion....... t ....... '� alterations or additions: Front ............... Rear ......,........ Depth fleigitt .................... Umber of Stories ............... 8. Dimensions of entire new construction: Dant ....42: .... Rear ...4 2 ......... Depth ........ Height ....... 8...............J Nmber of Stories ..... .......... 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 wihichpremises are situated .........1..fami.1 y.......................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ...., ri0 ................. 13. Will lot be regraded ...yQ 9...i......... Will excess fill be removed from premises: YES Dimitrious & Katherine 14. Nates 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,..N.Y.11.9631ione N0.28.7-.Q776 15. Is this property within 300 fee of a tidal wetland? * YD'S .......... N3 ,.XX *IF YES, SOIMIOL) TOWN TRUST S PEIIMI'r MAY RE REQUIRIM. 1 PLOT DIAGRAM Locate clearly and distinctlyail buildingp, whether existing or, proposed, and indicate all set-back dimensions from property larges. Give street and block n.nber or description according to deed, and show street names arid indicate whether interior or corner lot. S,rn1E w taw j 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► jj,4307420, "?* CHt81 / 'Z�M�on !>tidwY A4anii� i1�. BACKFILL WITH F,'AIISHFD GRADE SUITABLE MATERIAL. CERTIFIED TO: \ TIII z' MM`ss. =Ti RAINv✓A7ER RUNOFF AREA THERESA BAKER IIS °^ _ IT d �� �_ PER SURVEY BY USDA RURAL DEVELOPMENT AGENCY FROM SEPTIC rav j,_ p JOSEPH A. livGc GNG SCTIC, INC. —III= LAS? REVISION DATED: JUNE 9. 1999 6 £E P I'VEX t � PI APPROX >< 1- L:ACHNC OCATION OF iI IIS aI _WETLANDS Li in e � 2 GROUND WATfR 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— LANA'/ 1V/F PANY, GOVERNMENTAL AGETHE SURVEY IS NCY AND LENDING INSTITUTIONSND ON HIS BEHALF OLISTEDTHE T HEREON, / OF F/SCHER 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 (2i 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 7/19/99 BROWN CLAYEY SE-TIC TANK. !\ r \ I\ 00 RAIN'WATE'R RUNOFF AREA: 8/4/99 SAND ANS i() \ i i A .SANDY CLAY �. ROOM FOR 509, �. EXPANSION. WATER BROWN FINE Z j h \ '0 ;WED—,", !!! I 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'_& TO SANITARY SYSTEM — Z TOWN OF SOUTHOLD Lr) SUFFOLK COUNTY, NEW YORK O SAN 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. MIN. SEPARAqON FROM Ly G e�20 A,Y S \j y4,77� `Y'� '�YY .N A &YCT 5. NG PROPOSED GRADE .- ti `' 94 a; •• Way DWELLL dG PROP "' _AVG. COVER 1' To 2' T,NY 14.3 2 \ Ha on Ba N.Y. 46 �T/POOL 13yV.5 H C 0 ,R d ;`0 A (516) 8-5330 SEPTIC TANK '---�B/POOL ZO IMPROVED ACROSS STREET - WELLS IN FROM?' YARDS, SANITARY IN REAR YARDS. Marc E. ChorsstL.S. i t CESSPOOL SUCCBSsars ¢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 \ JOSEPH A. 6VGEGivO � scric, INC. LAST REVISION DATED: JUNE 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 O 4 EXISTJN C N SAND & GRAUEL B_DU. CESSPOOL 3' MM 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 � -(Tf'1000 DDD GAL. \ \1-�\ \� Cy WETLANDS & SECTION 7/19/99 V E i CEOTIr TAAI�" \ I \ RAINWATER RUNOFF AREA: 8/4/99 SAivO AND � V\-1 % \ SANDY CLAY Q, POO, FOR 509 T`\ 1 I I C1 A n EXPANSION. \ WATER IN BROWN FINE Z 1 ! h \ TO MEDIUM Z III SAND tit L \ \ 40 = 1 p2 \ \ I TO CP'S O - -Aro.� TEST HOLE lice 50149 SURVEY OF ® WELL o z � a DESCRIBED PROPERTY Z i PRPOSED \\ 24' 42' \ 20' 1 \\ DWE ING - SITUATE AT 38' F.F. .5 ® o \ .'� z SOUTHOLD i O 100' TO SANITARY SYSTEM Lr) — ------�, \ \ 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 ` \ \ P.R PO W 133.45 MERATR RON f,700'fOP.l. a G7 \_p/47. 4 ` 0 IA/ NITARY SYSTEMS. -! 0 N DWELLING PROPOSED GRADE M AVG. COVER 1' TO 2' \ l 94 .'. WQY INV. 14.3 z � I / \ Ha . on Bo" , N.Y. � 46 j /POOL 13d V 5 0 / O 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. SUCCeSSOrs t0 - GROUND WATER & EL. 4t Poul 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- „YALE C. 1999 I I .ASEMEVTS AND OR SUBSURE?CE STRUCTURES RECORDED C>R UNRECORDED Fj ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON TRE 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 T17-LE 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 A G9t ..rckl'w,m .S44 r 1i THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO c d' ti' "U C —�� Z / _ 12 001E 700 19'� l FORE THE PROPERTY NOT LINES ARE TOOGUIDE 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 ✓u✓vUVUVUVU C h C J08 NO. F2079 tra satyr ua°ory G�?� � .'fa`' "vc r> ,'Yf9. d CLEARING LIMITS REVISIONS: L $ , }` CP C� N WETLANDS & SECRON 7/19/99 3� A.C=a,F.2,,f`?. RAINWATER RUNOFF AREA. 3/x/99 p3 s. r � STAKE FOUNDATION 01/13/2000 fi I N REV HSE 5/16/2000 f} U/C 9/15/2000 V ? >> C F'NAL 11101/2000 B i ST . a C I license no. 050149 Q SURVEY OF `c m DESCRIBED PRDPERTY z � � 521• C ONE STORY - 16.FRFF Nc CC SITUATE AT 11 vCONc. J o nSOUTHO��LD n L > SL49 I' �. Z TV ^/✓VN OF SOUTHOCLr-l' _ :"r? - SUFFOLK COUNTY, NEW -V0'-' y o p N r SCALE 1 ” = 30' JUNE 1:7= 199 ` 59 o a N �..� ca S.C.T.M. DIST. 7000 SEC. 54 ELK '06 LOT 06 735.45' N47`44 20 'i/ ;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. BACKFILL WITH FINISHED GRADE su1TABLe MATERIAL. CERTIFIED TO. (;.i' ra `�-`""" \ - as MAX �iIIU--JI RAINWATER RUNOFF AREA THERE Bf�Kc�R L !f Ili-1 ° a J! —�� � _ < PER SURVEY BY / USDA RJRA L DEVELOPMENT AGENCY ROI5£PT1E TANK 1 - JOSEPH A INGEGNO SCTIC, INC.LA51REVISION DATED. JUNE 9, 1999 8' VIUETER x U DEPTN - \ g APPROX x a cEAcmm., POO LOCATION OF � J WETLANDS l=i1- / GROUND VIA 1! /N 8EXISTIl��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 MS BEHALF TO THE "TLE COM- �"/VD 11//r 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 54412'�(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. 19' 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 7/19/9.9 ; /� � QJ RAINWATER RUNOFF AREA: 8/4/99 L ( 0 STAKE FOUNDATION 01/13/2000 A C}- REV. HSE 5116/2000 p n ( 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' SOUTHOLD (J 100'3 TO SANITARY SYSTEM Z TOWN OF SOU1 HOLD SUFFOLK COUNTY, NEW YORK O SANITARY � I ' 45' TO O WELL SCALE 1 " = 30' 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 (6 1) 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 l 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'EFFE'CTVE I=111- m / �- n I- APPROX. OCATION OF til- Ilii= _--�� �•in, . WETLANDS � :--!I I—. ,..2 ::fir GROUND WATER iDii� �. Q Fpm ° d EXlSTIN CLrEAN SAND & GRAVEL 'MIN 6,DIA CESSPOOL J',MIN d W Tp - - 'H EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED vi /---- FSECTION 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- 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� BROWNCLAYEYYEl' (2) S D X 6 x \ �e -9' EL. 4t O I DEEP EESSPOQLS REVISIONS: BROWN CLAYEY O I`(7j 1000 GAL. \ `r�'\ �I N WETLANDS & SECTION 7/19/99 - SEPTIC TANK. ` i` RAINWATER RUNOFF AREA: 8/4/99 _ SAND AND i i STAKE FOUNDATION 01/13/2000 Q SANDY CLAY ROOM FOR 507 t� ( I REV. HSE 5/16/2000 (� .� EXPANSION. � v�•C � �._/ � � rY0, 050-\pl.1<'WATER IN BROWN FINE Z F \ 4AND S\) TO MEWATERDIUM Z �t3 \ 40,1- _J9, 0'3 �- _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 �\ :q- � SUFFOLK COUNTY, NEW YORK Q NITARY 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 5 WELL. 0 � � �,S;SCy ` _ PPOPQ1N 700' MIN. 133.45' \ _� _k _ SEPIA ON FROM _ EXl G & PROP \ - /,/-7•��}H2O»IAV 1 Do-O0` 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 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 NATER 9 EL. 43 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 n i_ DEPrH -9' tL. 4t Ii�T 1LEACHING POOL III—I j OCATION OF WATERIN 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 V GO ® "f+ I VI 0. Z -3.. WATER IN ROUND WATER J Q BROWN IN O W > TO MEDIUM SAND e EXlSTIN C AN SAND & GRAVEL ® a O �� T -38 < ° 'Mlfl B'DIA. CESSPOOL d, Z TEST HOLE v Z R LU �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.TS.) 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 ir.r �j 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 P2 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- ALS 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 w cn (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 509 _ 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 SUFFOLK COUNTY, NEW YORK SANITARY — I WECC SCALE 1" = 30' JUNE 17, 4999 � W S.C.T.M. DIST 1000 SE . 54 BLK. 06 LOT 06 I MAINTAIN N , MM 7 J.45' __— _ sEoARA oN FROM qq U'I G POP W47`�4'20"W — 100 a NITA.RY SYSTEMS. �{��j) ' LI Y1NO, G. r 94 fa way OV/£{LING RRGPOSED GRADf �' "�AVD. CovEB l• T 9 11 1 � y rel u NV ,d s 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 ARDS, SANITARY !N REAR YAPOS Marc E. Chorest, L.S. �SEPbC TANK CEcS�GO,'B/aoDL ZD Successors to 3 Poul T. Conalizo, L.S. Robert A. Kart, L.S. 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Ifpn a -"&"01 � rx , +u4, t. . .,. �r ..?£, . 5�����0.,.�C„ br ,.'s-FtA:r,��k.wA,. .,.. .��...a r„�.rt ,,,, <l u. s�:2'.1.`,w.�t` `i:• ..�° u�'Nd�•L��-�.� ?f.,Eltsa r,� �.,.; r_gY vltFe::.^�..�r'lY,i"ar�n." e,_ .,_�.uw._,;e, ., _ .�.. � , e���lE�.?a..r.�ht�..dla.,1 _, f,. - _ ..n �r�_. . �' ��.r SrJidN,ty-q"s rt •'"NPS<.,.Si3r REix_?:yr'-,-- laEirdOD s.,W....,.��..,,T�,...x- „as ,,..a„-M....,,.�wm® ®,,,. :.,...,..,m.._...:...... ...a....,�..,...•..._.,.,.�..... �, a..�.y.Y..��a.,. �.....,.._.,,.,. - :mw+,.�= If the Iota) f:fi,1VER IL NO:lES; 17. ,Ul mortar shall h-AsTAi c-zw)v t,- v ' > „„ :.. taro or "k«s _ - in a 6000 day z.u, s. y c '.?t. All framkw,shill be dope in Ycc:s 1' r v t frit 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 "Z'-10 4'3 •.a Lode t nod oriifimd is'. l amher and its Fastening ;r e - E r ". , c; - .- ,• - - - a1 r trng o1 a v. d-;.p c.a�, .,_r . h' r.l 'i'AELE 'THERMAh 1 -•_ em aaao than .,x Win. ', All tterf4klt aaek pE;all ConfJrir to d,_ •-..,.: :.I. -I+:v.i Lumber h'Iamfartnmr-t ll"actei.a:,, ._ ._ WIT!N, - . :- - welnpa ol.ents than ocreaitl =a=l:and local 0,ding Prov''u r rljz- r - , ,. .. IS. All R orkmmnshlp including naiiar f .. - A Av t ASSF1N-I�-'r - _x,. - are capably �:1 ... ..; r -late€ur at rich tFHi" ydts os=e r r -: r r� ,li'll Loetc. to conform `M the za Were E ni vi6 "`- »_ i (0=' .,'.,], g meas cu r i. The rontractir %hail be reefuu^ )', u'a„ tNe NetivadPneS><n`:.pariYleai•.t r, - r .. - a-or rotardar 1u 'E " s the National Purest Proawe is , .- f - -. -__ -- r :.n ,, _ dimensions unA eond-n- ' t ,! z r r - y, % t 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 ,.x a m ,m.o: n - .hewn nn the dna w 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 rite `etlu3 t „2!!v+.rh . •.,,t + A3 I, "(1. ?-ice 5r band ,ozrta and rr.il � y Ucocs s _ It te, I _ �' arv:7 r: .,onda ti.nad upacss atm e! r;., necestsbiiah l , lbesmade tso- a:, ,. .. , ...... :.s re �5.xt..: hearIll. h�t�0 p:� i;�a Suor to Tacrua t_ntx t�. Sact:nn A ❑ .- lab edge lovulatxoa shall extend fron city such zu deemed Reif , yt6, the r- .1. All lumber inatrria't used.u.h - +r (All v++,3) ' G ] f the e1:,4 to either: d 'lite Callttrcutr�ak.ill pra,•a the - ..-i 'gt.: , t 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 tit• p^ojtrt ai: f r h,tl shakes,and Edgier;uper`t.ivt-,. t . ' : B1 F.no�i eai_e e tLy,"J dZy. r�7r - _Zo gen=ie or halo. the top f era provide and maiutan alt s.re% t to- -: Ile ln. a:rrd and ul alt,, rr�irn'u b 9 c s.n � S :�r- ,. I 'rooter; or tempormr} pnrtda r c d ) r - t { S t - Pai de ledger FIr cter '•1 . .nom ttop of city tier, ta, the uxtrting work amif "sn-s Suv, it � Ia n " ro ,l +aP he: hardware as reqmred, E2 E6v:a,`. ., ' a t. _._ _-_ nottom of tho slab, and that, o ureas of lite building Affoird !+. 23. Provide 4"s4 ' !4>Ly pried ee e`,L' 1- 1 - clad -.t F Lu vn .1 distance ns it tech,: S. All lend"" shall rio nn alt S. an4 r . bearing potris c` dt z•rerbi• '. - e,-,,:t7/"� i 3 t .q a:total TR'u:. ... tarq fay Senticn B k,,.nuelth the slab SYV _ 7( mga W.hvMumf art othcmise noted r car r. - r-rk, n shall by limxtcl mn o Ptca aflo r,•4 irWtlo.rs ha 7 Provide(3j2' i" a' t at, S. sw, �, v c r 3 .4. oP 's. - - - lar nth the provisions of. ...t>oa - ' s t7 u- .�13)t. ) vt rrt(' pu ,; ., ,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 mn' �( - r,: :. s I _ ty �b �n 10 . `acs freeze 'n"Eltu as found umn shears :S w! n- - f- 25. All beams to be alts Sm rl nt.r- r - 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,- s,•, 26. Provide dnuisfa jt its nn t '.v'..! I . • - t fjz5 T I F,rOl ia]� L seation 7813.5 eL this rode, _ C2 Foundation wall ,., Should clay or wH s o- ,e carr n•: ? at f'nlm, te•rl, '-7. Manse wish double, ad ;' r,/•. .x..t l�mr.n: s a .e enol car :.oq a ens :t- �a I^ 1 ur r ft - . ::,, Ft . r - I Cede, Footings are to be n' y-rd larger than speeing. 3 Ka .z t. :, ncneetc v,: rl; th>!I r-+£rs sa r 28. Unless outcrt . r n to Fte,ov n,..l A11 -1-.c�,ar„o., ;y _u..zcl:• :all :r,t_ ..nom r� r � •aS1=� ;t:'r 1?zpos iro __ ft. at section 7813 1 of this Cede. - :oEnE."Ir ter post',. m (,1xc .: npeant k a[(e ra' }s r < I is Ya�6c Tnsur"a`_-t L ,:cr All iocr systevs :.'.ail meet the requirements of .,eat.,.,, concrete having,,inhonaum 3ketl. ..,n . =i=r rL:h zt ?5 :'i. lsreigork .c -t, peau t e, r Rs 7813 '19 ..£ aha= �c.te. days exceedf q; 8 Ret. 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 thr-e a' r 4 1 ur_-:r 7813 r6 nF the + Coda tl ' 9 (D below,fin(shed grade Bottom ends at hrtd +r,i' ch a C3 'lab Edge 'all _Race heating anj servlca water heating dist ra-„ 9. iso not back;ili against rsvrr,'..;•' r..:.::. i . subetlnars and my7c n{ of e m -1811 4 @{ lnsulaacr x, " G-.Oa _ �5 ozpana shall mceL tho regrements of sSac'on 181 u __ ttd-nin=e: mwim•s:r ,- ret 0' 30. FYhre sheai:m7,is [g s" .:.a - this ^e3� tt;. N!'hrrk r^,n*inns erre Cr td v., , y, _ t d u =__ lens at exterior rune..c. Subtotal. Thermal ., ,-en.y 2or ac-ctxon C All sr rvi ce wooer heati7813.31 systrem,through shall meet the reyuar� tlhan two feet vertical to font oea; a .,Eufl 31. Frau ode and h-,iga! (C1+.2+C3) : -�.�J meow of oectxoc.an 7813,31 through 7813.34 of that '_ed=• 11. Shahs to heyfon d^ parou+ rye:;'.. I : ::,ac "'OL ll'z r 1 bearingpartitions and a€!,: ., � �h i r All ei acl_u cel artl lighting systems and equipment soy' I P xt`"� �� meet the requirements of sections 78:.3.52 through 7dL 5i 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 111 cric4cis aut9 t ,, [t of thin Code. y, I -�' roceedin alines whe r si7 i 1 ; t:re d(vdart - 1 `•7eL ,- proceeding. other Ion . 13. Provide Jr!" diameter threats¢' daaE+s'; uuiYe ct N' �t .,a exterior joints as required. k FORK., minumum two per pial., t ma air""Ran it oto 33. Conteattar to cahmn ,a sepm ate s:c:kasvc:ei I:a:=:r :ot corners, it)anchor eV<riorsills. . . im otuat6 . , 5 inches in cast In plaae cotrrrete; ! ?�, + ,11 in unit ;,au:.ry of not less than 7VIT. The ri+',,lie. rf the bunch,,; ,,'0 p i ha cells and spares filled with cora3t=!•; sent to maintain Snoh indoor[v:u(rcrelurtsbaii bt 14. dtelnfercillnban-asrequired a.4i tars, I ra:"sdt;uns, the average of the rce'order= no Gaal n(tnirnura tm he deforned billet steel bats unto.-,.ing laA TIl-6t5, tempermlmes forthe locality. FIE ot'idereachanicrsaendiio- igrade 40 welded wire mesh AST ui .A rt:=. tion In all toilets. ,r IS. Brick and cauemfe maeonry a:ile :"1mil cnnlsr:a to the 34. Construction is 4e be in Reye=I:=,.re with pre. i)l i- Iodes ' "Recommended Practice for E'...l e.7 'buck nEeaaeeru", and standards - "I _ h latest edition ,y r r f t d ,rte RwBrtete, 35. Da not train drawings ,1m c r rt-r= snty.rrx. Ci, a r I L r ' _ '�,1 "IMr.%onry ,y Natsuntif uac _'[ t _ 'Erre As%ar,ndb.n. disrrepaneis to tier arrinie _ .•roes„Arse,",_ 16" Concrete blocl.,han ry w Srtu ' ,r�, 36. Tee srchitert assarne, .m!;- Oe=ahr 1r , , [l .1uiRl E'ad ',r3'! I` ! yt coosirnolbie. p A;;fM 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 � I tf 'y. I li�, I F WA c_L, w F r , L-A Ua 14/00 21:50 FAX 631 286 6687 HAMo hA and SChLA101AN tg]o01 Majowka & Schlarman 11 P.O. Box 51 Prchitects Planners Bellport, NY 11713-0051 6:1 I Tel. 016 2866224 August 14, 2000 Fax -516 286-6887 63 / 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.— 1116A 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-JJL U'3 / - P�f,ldLLcL r_FZ-'+fi