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HomeMy WebLinkAbout28432-Z 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. 28432 Z Date MAY 31, 2002 Permission is hereby granted to : UNCOMMONLY PROPERTY PO BOX 606 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY DWELLING WITH DECK AREAS AS APPLIED FOR. THIS PERMIT REPLACES PERMIT NUMBER 27417-Z at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030 . 006 pursuant to application dated MAY 30, 2002 and approved by the Building Inspector to expire on NOVEMBER 31, 2003 . Fee $ 1 , 605 . 30 ho ed nature ✓� v I � 1 I ORIGINAL Rev. 5/8/02 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. 27417 Z Date JUNE 19, 2001 Permission is hereby granted to: UNCOMMONLY PROPERTY PO BOX 606 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY DWELLING WITH DECK AREAS AS APPLIED FOR at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030 . 006 pursuant to application dated FEBRUARY 17, 2001 and approved by the Building Inspector. Fee $ 1, 605 . 30 O � Authoriz Signa re 1 01 ORIGINAL Rev. 2/19/98 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. 27218 Z Date APRIL 9, 2001 Permission is hereby granted to: UNCOMMONLY PROPERTY PO BOX 606 SOUTHOLD,NY 11971 for CONSTRUCTION OF NEW SINGLE FAMILY DWELLING FOUNDATION at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030 . 006 pursuant to application dated MARCH 27, 2001 and approved by the Building Inspector. Fee $ 75 . 00 1 / � Authoriz&6 Sign re 0 ORIGINAL Rev. 2/19/98 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. 26391 Z Date MARCH 14, 2000 Permission is hereby granted to: FRED D & FLORA SICA 1548 HOLIDAY PARK DR WANTAGH,NY 11793 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT ENTRY AND DECK AREAS ( 1ST & 2ND FLOOR) AS APPLIED FOR. at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030 . 006 pursuant to application dated FEBRUARY 18, 2000 and approved by the Building Inspector. Fee $ 1,855 .80 L 1 Authori ed`Sign ure 0 ORIGINAL Rev. 2/19/98 BUILDING PERMIT RFV"IEW CHECK LIST Applicant/ Date 7 O U Owners Name: Reviewed: Architect/ Date . Engineer: ", to z" Submitted: 17 d 0 SCTM #: District: 1_.,000 Section: y Block: b2 Lot: 3 0,6 Project - Subdivision Location: L/q o Wk4_L J aJ­, Onu2r7" Name: t, IULD Single&separate Required certification: (Yes/No) Req. Req. eq Zoning District: ��� [Lot sizer Actual: [Lot coverage Proposed: d Req. 7.0 / Req. Req. �y [Front Yard Proposed: [Side Yard �_ Proposed: (Rear Yard Proposed: rt Project Descnptibn: '�)r1� � L� l l t 5 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓ 1210- -03'6 New York State D. E. C. Town Trustees V-1 g pp Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes: .7 r '311eal/-0 i�Z,LCG�- SUR\/EY OF LOT #1 "MAP OF MINOR 5UBDIV1510N SEPTIC DETAIL Pp.OP05ED FOR BENNETT BROKAtW" 9L not to stole [7WELLING SITUATE: ORIENT TOWN: 5OUTHOLDe EL= 20 exis[Inc{grade rnax.2' rnin. -*rye SUFFOLK COUNTY, NY sax.1' rovcr M.. IDA sine l' 1 Ib.l saver M� _._ _ 900 gaL Itch =� / lam t'b '+crit is rnin.(� SURVEYED 12-OI-9q r,lt.r tape: a'pf,r II. AMENDED 12-12-9a ®T� pAMENDED JAN. IQ, 2000 �1l� e� min.3' SUpardt.ian ground water SUFFOLK COUNTY TAX # 1000 - 14 - 2 - 30.67000s �Ll (�® CERTIFIED TO: 'y(0,� 1 �w uJt��n.n �1l PROPERTY UNCOMMONLY PERFECT INCORPORATED GOMMONNEALTH LAND TITLE I N5URANCE COMPANY g - "910 ' te",t Z o \\ o O cTMti o .,.�Poth\I tgoofb`� ch Line CpR r 1'` ?� �R�f4WElON I I 1 ' I I I I I I bull � I Pe I 9 non_ os , conf Per 1 I O i , N ' existing � I D O O� 0 ' O W z I UQ 00 Proposed N �y�IC<� o Dwelling p I \ NC I 1 \ 20' %, Test Hole 2� �+ O' (not to scale) i L 44 O Dark Brown 1 ! 1 Vll 1• :'I 0 Ekown ( W Lo -p I . tPp00°LI'.driv® I I ° M� \y I Siltm"� I - - -- --f"_ dr\JOyoy -- I Brown Silt wth 6rave"' ytonO Ca/—_gY�"-__-_-_ x—x—x—x—x —x—x—x—x—x—x—x— % / / e1=19 U 11 EXCAVATION INSPECTION REQUIRED . / 8 0M SANITARY SYSTEM *\yo b BY WEALTH'QUPARTMENT CA 0 i N. Lot#3 iy} � 1 I 0X\ytt� / BrOWn t+ frill I // Goase e'a -n N v ►y O 3 11A O 1 / • W �driveway / 17' tip I (tel ION N �t '45 z C' { Oo 43 I driveway 1__-- I I i NOTES: I �Q 'Unautharit•O alteration or addv.ition to.sul•v.y ■ MONUMENT -r_ --- �q�0 �� map nsarina.lc•naed land auryor.ua is. violation of acting 7709. NO-divlaion 7. of the 0 PIPE driveway Now York State Edlltation Low.' 1 'Only cia1•a from the orifi lna of Zhu,survey marked with an drip ln.l of the land aurvyar'• etaad d bel.nal be ton.Id•red to be va id cru. AREA = 48,778 5F OR 1.12 AGRES C0°fan' a oh Line ` Qa Cartificatione inant•i narenn.q fy that the• ./ O survey de prep.red in or Land Su with the do•ed Sating Code of Pratt lac for Land Surveys ssional ELEVATIONS REFER TO MSL NGUD'29 F �Q ,� nd the N•m York oidStateCertifications reification of all hen lona Lend Surv.yora. Sao hsnail run only -` to hl:0araon for mean the survey is prepared, SFS $V and on pia behalf to nse title io company,hereon.COVERAGE = 1-1.6% LAND tae.asign and f.thena 1n.tltutfun listed nerefn, and to ts•..aren•ot of tn• l.01.t iadditional 0ert1flca- Leone are not tnnafenae to additional fa.tf tutiona BUILDING ENVELOPE IN FEMA FLOOD ZONE X JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG 5GALE 1"= 60RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-282 New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11780-2356 Telephone (516) 444.0365 Facsimile (516) 444-0373 John P.Cahill Commissioner LEER OF NONJURIBD CTION TIDAL WETLANDS ACT January 19, 2000 Re: 1-4738-02535/00001 Sica Property Construct a house and Septic system 440 Windward Rd. , Orient Fred & Flora Sica 1548 Holiday Park Drive Wantagh, NY 11793 Dear Mr. & Mrs. Sica: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the site plan prepared by John C. Ehlers, dated December 1, 1999 is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR- Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction,. sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth CAF Permit Administrator cc: Catherine Mesiano, Inc. Albert J.Krupski,President �O�FF�(�C Town Hall James King,Vice-President O 53095 Main Road Henry Smith P.O.Boz 1179 Artie Foster Z Southold,New York 11971 Ken Poliwoda p • � Telephone(516)765-1892 A �a0`' Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 4, 2000 Catherine Mesiano, Inc. 12 Mill Pond lane East Moriches, NY 11940 RE: BENNETT BROKAW SCTM #14-2-30.6 Dear Ms. Mesiano, The Southold Town Board of Trustees reviewed the survey dated and received in our office on January 3, 2000, and determined that the construction of a single family dwelling to be out of the Trustee Wetland and Coastal Erosion Hazard Area jurisdiction, under Chapter 97 6 37 of the Town Wetland Code. However, any activity within 75' of the Wetland line would require permits from this office. However, this determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, auea 9. Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. 5URVE1' OF LOT #1 "MAP OF MINOR 5UBDIV1510N SEPTIG DETAIL ��rF�i�irl, FOR BENNETT BROKAN 9L not to sr-ole 51TUATE: ORIENT - -- TOWN: 5OUTHOLD ✓ � 5UFFOLK COUNTY, NY �® LIG. e 18.0 , I e SURVEYED 12—OI—qui 1 I��N1eh 9 AMENDED 12-12—ci9 AMENDED JAN. I G, 2000 jj SUFFOLK COUNTY TAX # v,�, ;< „„�,,_�l,” � 1000 - 14 - 2 - 30.6 �` GERTIFIED TO: ,O��S��fO£, PROPERTY UNGOMMONLY e 119 S3, PERFEGT I NGORPORATED GOMMONNEALTH LAND TITLE g I NSURANGE GOMPANYop pg ` ople11111 h/ q z o 00 o o w ?0 cn . Poth top N etch Line 0 r �� Atq ERo l 5101 i 1 � I I I � i I i i exl9 e��ela I m i ^!9 nonPe os o cod oPer I N I exlstlre n II ➢Q i/s n Q septic m l 1 t! yveU 9 z I I 1 J W I z 0 OO N 4"N/ w Proposed W N m V Dwelling P y O 20' G 1 ' Test Hole (not to scale) - CJS bo Brown ' p�.oposed dr9ve L511t I 1 test /u✓�`W(d � I hol ►• �v Brown -. ---` _.._.---. ( l SS1Itdy o p o% dya0`i ✓O^ - With lr`e c vravel tP -�Qw;! • x—x—x—x—x—x—x� I / 5 —x—x—x—x—x— x S5:00' x el=1Q EXCAVATION INSPECTION REQUIRED r FO,R SANITARY SYSTEM r, BY HEALTH DEPARTMENT0 C- 8 1 .1111,•y. y / / / Brown _ A a • . .��.yy { � �� � 1•� ��� i z a1 o 1" ' Z lidrivaway / r a J 464 s9t O � R•� t ii a e� / k • i O a4b / /b. k ;- ioO o fl V C( rs '► 2Sit 1 drivewoy II II I I I I NOTE5: �F NE 0- ■ MONUMENT �pqp authorized alteration or addition to a survey V• map Cear ing a lice need lane surveyor's seal is a violation of section 1209. sub-division 2, of the New York State Etlucat ion Las.' PIPE I driveway *only copies from the o ver, O Ima..Ies sitho n ginal sur-yor's `I •j stamped Bal nal lobe cons itleretl fp be valid true ' copies' AREA = 48,778 5F OR 1.12 AGRES QyGh Line ' O� 'Certifitatipna inditetad hereon signify that this survey was prepared in dccprdance kltn the ax A isting Code of Practice for Land surveys stopted 1 (/ by the Nes York State Association of Pra f.s.i.n.1 ELEVATION5 REFER TO MSL NGVD 2cl Fq, �0. J� Lantl Surveyors. Said certifications shall run only to the person for venom the survey is prepared, and on his behalf to the title tompany, governmen- Fp �A ND SJ al agency ane lending institution listed hereon. and LOT COVERAGE = 17.6515 to the ass igneas pf the lending institution. certifica- tionsare not transferable to additional institutions BUILDING ENVELOPE IN FEMA FLOOD ZONE X JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE I .= 60RIVERHEAD,N.Y. 11901 NEEP%W 369-8288 Fax 369-8287 REF.—TIGER\PROS\99-282 5URVEY. OF LOT #1 MAP OF MINOR SUBDIVISION 5EP1IG DE I Ail- „ FOR BENNETT BROKAW'r 9L not to scole 51TUATE: ORIENT TOWN: SOUTHOLD i SUFFOLK COUNTY, NYM I6A ` C � .9 SURVEYED 12-01-9qJj L AMENDED 12-12-99 �,®7 Y AMENDED JAN. 19, 2000 �': SUFFOLK COUNTY TAX # ,�J - - - - 1000 - 14 - 2 - 30.6 S' lVl n ---- —--- - CERTIFIED TO: 70o0s'4o,1� ®�1l �JI PROPERTY UNCOMMONLY Uf PERFECT INCORPORATED "� 119 S3' COMMONWEALTH LAND TITLE g IN50RANGE COMPANY 0 O otch Llne ��RNElot, , , I 9 non-�a ioP II m oi —sting R , t/s O- ,,aptm Lz C5' 0 � � 1 r,@ 6 w f0 � m J o Proposed gyp, o tnm w Dwelling '° o : o O 20, Inst Hole 20� I Q (""t It)scale) `+ VI 0 I i DD Ix� p�oposed drva I� � W l' hose I �•9 1 - 30 _ � r RO 0 z1 ?11 erin S �orx,An"W 125MV ;3 EXCAVATION INSPECTION REQUIRED a FOR SANITARY SYSTEM , rl BY WEALTH DEPARTMENT t;, g w 0O I :Y O c II NO' p7 S 1 r d d1w 9� ry r. ' X44 '() K'j � a � W , � dr,xeHoy OL I � NOTES: pF NEk, ■ MONUMENT O PIPE AREA = 48,118 5F OR 1.12 AGRE5 ch Line r ' Q ,,,,",, , ELEVATION5 REFER TO M5L N6VD'29 SFO LAND SUP .,"s.", i":n o" a....:..... ."...... LOT COVERAGE = I1.6A5 .,y,.:; „;" ',;;`„;: BUILDING ENVELOPE IN FEMA FLOOD ZONE X JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE I"= 60 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-282 a New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 John P.Cahill Commissioner LETTER OF NONJMISDICTION TIDAL WETLANDS ACT January 19, 2000 Re: 1-4738-02535/00001 Sica Property Construct a house and Septic system 440 Windward Rd. , Orient Fred & Flora Sica 1548 Holiday Park Drive Wantagh, NY 11793 Dear Mr. & Mrs. Sica: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the site plan prepared by John C. Ehlers, dated December 1, 1999 is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR. Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction,. sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth CAF Permit Administrator cc: Catherine Mesiano, Inc. 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. 26391 Z Date MARCH 14, 2000 Permission is hereby granted to: FRED D & FLORA SICA 1548 HOLIDAY PARK DR WANTAGH,NY 11793 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE COVERED FRONT ENTRY AND DECK AREAS ( 1ST & 2ND FLOOR) AS APPLIED FOR. at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030. 006 pursuant to application dated FEBRUARY 18, 2000 and approved by the Building Inspector. Fee $ 1,855 . 80 Authori ed Signature COPY Rev. 2/19/98 fi NOTE : t THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM t r° :A SURVEY MADE BY JOHN C. EHLERS, LICENSED LAND SURVEYOR, r 6 X01 RP AD, NEW YORK, DATED: JANUARY 19, 2000 to i a a a ?dl' � �- � / \\ \ � r-a v v.�T,� ,� ��'\\ .� ops.t�,a►t..a ti.. �''' � . c7tm' f V) J qli / � \ \ �\\ \\\\ \ \♦ \ \\ \\\\ \ \\\ \ \�\\\ \ \\\�� \ \� N� ]TLS IF-V—= I 21 41 4 Ld 41 / 0 t E r t y E.-I.- P Er m � N � n i P- 9 9!P SITE DATA SITE AREA 1.12 ACRES - 48,77S SQ. FT. TAX MAP# 1000 - 14-02 -30.6 FILED MAP DATA LOT 01,MAP OF MINOR SUBDIVISION FOR BENNETT BROKAW ORIENT,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ZONING R 40/RESIDENTIAL FLOOD ZONE "x„ USE Exisdat VACANT LAND Proposed SMME FAMILY DWELLING BMDING AREA INITIALLY 2,040 SQ.FT. ',fri.Y 5,4505,450$0. FT. TITLE ULT �;,/_G/ 1 (✓ � Cr'Y I�'���� F'���� Y f/�L./'ri...� /� ��/ �r+w S��Al AA l9/TFc� G A R R E T T A.. S T R A N D QIz a� 1F wry d IU a�A LOT C 'V'ERAGE �Q�MITTALLY 4.26 �. r LOCATION 4 4 x;7 \✓1 tl..t�' \V IF.1�-i7 �d/�► ' ULTIMATELY 11.2% a r c h i.'C e c t d�p c % �-' -c', a-► w-`V' �.- ' ' SCALE Af Pdj-E$' REVISED DRAWING No OWNER PROPERTY UNCOMMONLY PERFECT INC. = 1236 T r a v e Le r Street Southold N.Y. 11971 excct5 DATE S— A- P.O. BOX 606 9QUTHOLD, NY 11971 --' J'r 015244 �� 631 - 765 - 5455 DRAwN BY 4 � AT�OF IVEw�O PROJECT N4 4010: t � 1 T ALL POSTS SHAWN ON THE DRAWIN438 MUST BE SUPPORTED MTN SOLID SEARING, Lt WHICH IS CONTKOUOUS DOWN TO FOUNDATION WALL, PIER �--- ©R STEEL COLUMN IN BASEMENT AANI R�CRAWL SPACE AREAS. A fiO VED AS TED DAT B.P. eV/ .let.4 . .* 'dG �^ - ;• 4 i "" 4 >� .ltk.e Vii.*a? ." ial FEE: • t, .. i f NOTIFY ILDING EPARTMENT AT a Ju u fit► - `t .L. a :, A , � '� t✓ r T .1 ;! i•w1 w�"?C'a + 4 _, ,� 4x 4 G .�+ P" *�.• -1"' - ` • = �4 FOLL 02 AMT 4 S: FOR THE FOLLOWING I P TIONS: T 1-1 tip.ti �.�.+ 1' I r 'f- I # e +,i e:"x 1 r.'•'° it 1' f?G rr '` 1. F O U N D AT I TWO REQUIRED >* r ..� ,�• �' .,�- T .- --��— 4lcr�.t r TYt•:+r t... c.. ..,,,� ,s.,. :a, ;�' POURED - NCRETE 2. ROUGSH - F L i F`.1 ,. A NG & PLUM81N0 F 3. INSULATIO �• ,1 ' M,1 7 �. , •r a 'e� /l , r Q,. ti I +,, _, � r �_' , , - 10 t p - 4` t o 1 4, FINAL - ONST CTION MUST r 7 ., �, �, BE COMP ET FOR 0. OWN 1- k G° ALL CONS RUCTION AL1. MEET N 4 I. ,�„ '. -O `+1 r4 — ,� THE REQ IREMENTS 0 THE N.Y. • _ . . STATE . -' . , d1 T. T' ;L c. 4" �•t-��..I�F. . . T ,4"' -� E f Q CODESC NOT R SPIONSI ENERGY FOR �« - X1`11 tid ' • DESIGN CONSTRUCTION ROBS 1r a T211: YY P t e'i Aw-1.•- G � a 1.G'e%� _, IL A R 2 4 i`. r- r^�.�a.. r # a1 , _�1, :M'�r �, / r ( i 1.i'"w.. 17. .'� .R w.� _—_ .,..� \ V _k — '" —� 't I 00 NOT PROCEED WIT" # r I I n1L FRAMING UNTIL SURVEY ! 4 _ q- OF FOUNDATION LOCATION 11 HAS BEEN APPROVED. M � _ .t-.. ,�; .. ,��47 - r F' -� _ OCCUPANCY OR -C-4 Prt e_a 4:.- �? � L d C/, 4.1-147 w. •.1� ,ti �•,'f 1µ .• 't''' .",• I y q, �„ , n z Z ,_ ,.. f 1 , lo.r " 0 USE IS UNLAWFUL 4� �� . x� WITHOUT CERTIFICATE t 14 N /�-I ; . r __� - li - OF OCCUPANCY ?°'�`�+l'i r;'"'i.�:- �..''� �..1 4 F.G_ -��- 't..-.�..'�*� w/G+�,coG 1 J�1 v \V..�4C i�' , �' .r N �/.�. v !"..•'►�.,ia~-G1*- t ..tiC.► .$ H�.ti!.1 F-lc;t � I 1"�.+ .�:.lri.i�-r=�iGr✓.,�+..5..... �E.11'P"t'il�...lrl-r N i:....x+C r,e�1. t,.,i� i a i+.l /,:~'s.hJ,-�'ea L...,. a rJr�..1-�-� ^--- :a ..`�l-1-1-( 'T' !.'1'V`r•iR�•.G 1 ..-14..4. ',r r' w'�,:`'' .".`'..: .�: t r r"'s _ T"Y i-t G..e,..t. -7"h-( 1r'"►-.r%''.t�r t-'I.G'�'U"[: ��,,. • r J 11 1011 (90 10 9 _ _ _ _.__� srlr�►r' U"tom f`reA 64 - - d 9 ! 1 �F + G. 14� I ' I I ,A 4,�".5 I-j e-�_ r- 4 1, 10 i/G - tr ;' '� ^' - N � -� a f/,r i Fr�.ll�..'-I`'r lr+I�. � .•r. y ye^ a ♦ r+FA c e .n �•. I, � _ n .a 4•dr, f 'A. .p .,. k tiff t r •� k, , ,y.,t ,".�. i4d f.e, w �`.YJ f •b.yl ,a '^ ,e-.7�,•lf/� ��'1. *1},A'"- ..k` �.'j! •,.�dl, 7 ,i y ,4k• rte) �y���,�I+�y,-�y'�t1!•".M,.M.ri' y,,I*tf1Jy 1iW 'C� rr'p4e /f--�/ r . rte C./ 1 4.*G 1.9 Imo-!,— lr'� t✓r Get .f - 44 4-Q,. 1 4S;p r r3 DAT19N NQ 1. All footings shy ll beaux upon urrtllsW*od sa►S hawing an assumed boating�V Of 4,00 P-sf• # Bearing cepacity of soil Is to be verlfled by the contractor Prior to placemt mt Of�. 2. The Contr*CW Is to verify all field=nditions prior to beginning of construpdan and is to rrrPod any and all discrepancies to fire Archibsct imrnecilatJaeiti, 3. All construction nv.W cornpty with all national,state and local codes,latest 00000. 4. All concrete consttuction must cofftrm to the American Concrete tnstituts'ta /'$111itiaiNG CODE REQU.iREVENTS FOR REINFORCED CONCRETE- ACI-318, latest edition. S. All masonry work shall conforn►wit Ih-NATIONAL CONCRETE MASONRY ASSOCIATION STANDAMA" y� �y /��" �y� { � � / �^) �` latest editbn. `���Eu A✓n1 L, TITLE �+�,�„/ I f/` �� �fwR" 6. The ullk name eoniti m*jve oftngth of concrete at 26 days will be: c, �---may/l �1 A. srRq,, G �► R 'R E T �' �4 . �' R,�-'� �'\I G �"e'4� y v l . , , .4 N tr.'t` - "foundefth&Footings - 3,060 P.s.i. �P Floor^s & Sii1tA - 2. ps.i. � ? � � ' _' �..� -� architect LOCATION •�4 w` w t r-;Q �.�,�►,�. rl�.t� >t�`^s�s�'-. cry" t .r-a -r, �--�rr_VV ter'4a Vr..� 7. All concur**Nils ill halve"ps"Obn and Conti i.joinft aS•..gUjMd• SCALE Ab 4 REVISED DRAWING N9 ',�y�}�- 123+0 Traveler Street Southold N.Y. 11971 J must have!#"d� 1i1,» f ntinimuin galvaNt ar��'.,n boob r' - 765 - - DATE B A � 1 Il. All fc►aarrdalaln warns Y by631 4a / 015244 �� darn eftr�and p opoi ly sb ataft sptuced aro gt*ater than 8"-Ir on air r a udcbmm sT4TE OF N OA � 6 31 - 7 6 5 5 4 5 5 * D R A W N e Y panotr�cf r tow caanevow. Apc1w boa*to be placed 4"in t�fllee Of*Nfn far Ii'"Ilt L � N PROJECT N9 )i �*)� " y,',' l , NOTE NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER -- ---- LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT IN MBERS IN COORDINATION - Z" G i` A-8 NTH ARCHITECTURAL DRAWINGS. to • .r '" I 4 '"� S 3�s- - 2 E t►-t�_��� ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID ' ' _ WN TO FOUNDATION WALL, PIER � - ---...- -------__- ---------------- ----- S - Y.,-�.'• �- t•-- � �•-, �- ►.=. � � t'e•�s/.`-r BEARING BELOW WHICH IS CONTIOUOUS DO \v 1 N - .. _ ��-�� � -d- •��`'�.-; t=.,�-r� r-1 r� t G-. OR STEEL COLUMN IN BASEMENT ANDfOR°CRAWLSPACE AREAS. - i 1- t t*-I< • � -- 2 17- A 2'- Ap 4 - ,,'F •` �r�.e.sr .PnitLY U -- -- __ __. _-_ _ -- I lO`" Y• G. o U N t��.-tl VN �' `�� _ t \V/ Z - 25' x 4 '- r ' r 1.4 I a Y Zd« ,.i �• O. Yo A G L MYX F'-V-. - - --- I TAG• F`'c '`_" 4 N c r / !�. n\�/ NAp- T' ',.• � _ U N r7b,-T t J ��/.y(t '� �+/�IZ T 1 G/s.i_... 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T� POO L-r-46. i� \5.5--Y 1-1�V>a ?" !© K t a \v \v t�. zpl� :15 Jn I L Z4 LJF-tc.� t rr tl a I t-4.4-L.. •fps.t��. A"L.j -r a �.c t.J -r r�.1't-a ..o tL- 1'L• ii'-t� t . �_-rt+�. I � lid d IF-.-C:;' rp-42 J,o. �.. -,j'A , >� PROVIDE ANTI-SCALD AND/OA 2-1 - 46P----- -- ------- ---- ------ ----- ---�-�--- � - ----- -- - ,�-1 -y�._---------- - -- THERMAL SHOCK PREVENTING r3 '�' ( BEV=AS T4 PART 902.6(K) 3 . lam- ----- ------- --- --- -- ... - -__ _ - - -- ---- - - --s -=Q - -- - ---- A- 1 - ---- - MIS�iAiE�IIIi�111NG CODE. OCCUPANCY OR AP R VEDAS NOTED A A 1 G Ft.,- r `- 11 Zt`�vx aH -ss.-tt I`�►c,� PLUMBING USE IS UNLAWFUL DATE- O/ B.P.# A-� A•� t r-4 e., ie- t-a AIL PLUMBING W 'P G•G• t G &WATER LINES I WITHOUT CERTIFIGATE No NOTIFY g�p pG EPAR AT 1ESTING 765-1802 9 AM TO 4 PM FOR THE c Ips`T t 1~-a U J U'S d\ tom.-�.-] . �� 1,� b t�r �-�„•,�,,,,,�.� �ti�„ G�� � �¢ `�.•Goarm" FOLLOWING INSPECTIONS: 1.• FOUNDATION - TWO REQUIRED '-� 7, L A- r- �^�T �� FOR POURED CONCRETE r�„-- Z•� L' L�''� 1�'+�-c-nom- ��t � •T- 'G 1G "%'�- -�� -'r IC2 ROUGROUGH - FRAMING & PLUMBING ''�"'� f�,� J/�, �/ , `-'�' �/`� �•,� +• I! IA f„ '`� J/ 1.-►'' { "� �,,.✓' /--"� 1 '�J 2 �� I ___ rfICATiON 4, INSULATION r., 1 �•,.� 'T �,,T w ON LEAD. �EIVr�E��,�-r.>v--- 4, FINAL - CONSTRUCTION MUST UPANCY BE COMPLETE FOR C.O. �® ` T4:> /n r-•r ✓ ._. z- t :.2,� �. 4r _ �R �WATER ALL CONSTRUCTION SHALL M �T� F z�• t.� 1� ��z THE REQUIREMENTS OF THE N.x I _lie_ i^����4 t� A.. .►_ l-1 t t..C �, > -T`E T�.f/l i T 4 ''.:r► t t .�.Ga J .%i Ga -4.1 t►..� U ,.r �� ` �� �� � STATE CONSTRUCTION dt ENERGY MAO A.-4.N �-.1 c, F c..✓.�vim- . . ,. �v/ ,/a"es'c.,a..�... .l•a rr� roc 9P1W_Z�.i� � �4 M_91e wI JP 1r` TE�I�I-CANNOT CODES. NOT E FOR 4^I t 1-4- :) 7 b _ t�'rZ-n•..r.\I t-� G, : ' E a'- "'�/r- for wale;di§iributing rEED i�/TO Of 1Xi LEAD DESIGN OR CONSTRUCTION LERRORi < -� ,r.� . -,'. r.� "P r�¢ Y . �.�.o.� system; ib piping shall onI bo 4s ,1-t r� � L �v/4'' s�-t 1�- F= e--T- Vp K-*'--�-� MI�VIpE F�DATI ON NOTES ;a :� � "�• r V-r&4 . t._..t... ALARM OEWCIM so NOT MOCCE'01 SRN • 1. All footings shad bear upon undisturbed soil having an assumed bearing capacity of 4,000 p.s.f. s -- - �����# � { , • Bearing capacity of soil is to be verified by the contractor prior to placement of footings. " ' ;. _ pl „ IcOUNOATION LOCATION F"I 40 -r •?. 4 �ei GR Pte- I ..� L/ r i " 2. The Contractor is to-verify all field conditions prior to beginning of construction and Is to report any - 1' '' �` ': - Iz a�.� -c "i�- �- ry �t• ��- -�•t-r`� COLUMN AND FOOTING SCHEDULE 'j and all discrepancies to the Architect immediately. .; `�q4 t s w ,ptr Iv;- t 1 t ti-L P SYMBOL COLUMN TOP BOTTOM FOOTING ,1 - :�-• N r'V/�--'��•I•+ r r a Gr. ,s'r PROVIDE OPEIIMI I SIZE PLATT= PLAT 3. All construction must comply with all national, state and local codes, latest editions. i - EMERGENCY E SIZE N ;.." �- +t .f` -�. L , w/ A 4"X4"X114" 5"X8"X114" 811X8"X3/8" 21X21XI2" - --- - -- - / = Ip., �.�. �-�Lr PST ►�� wA.� REQUIRE p1AR'(,I" " " „ „ „ „ " " 4. Ail concrete construction must conform to the American Concrete Institute's "BUILDING CODE • ' G. t v r u �./w c-�, a' D BY B 4X4 X114 5 8X114 8 XS X318 2X2 X12 1 st' l=-t�l.]M�-1 G-H �� ,..,: ,,�;, 4" t_..1=' '�•�.•T 4" REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318, latest edition. I �I 1 v�� rf--t . �`" ' ' 111 STATE YUI "1 C 4" 6"X114" 8"X10"X31$11 8"X10"X5+1$" 3'-611X3'-6"X16" o" �, b �. t1*--F c���- r-► •.,.r�..�.� �__ 41"X611114" a"X10"X318" 8"X10'"X5l8" 3'-611X3'-6"X16" S. All masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS latest edition. �ERED AR�y� TITLE } 6. The ultimate compressive strength of concrete at 28 days will be: � `��'\�'� F TF/' ow .;r >�--- ` ZT A. 3 c foundation v strength 3,0�p.s.i. �� ` P�� R9'yG' G A R R E T T A . S T R A N D u� ��� �, Floors bSlabs - 2,500 p.s.i. �G.a•!.-E.- = t/L I '-v" 1"t�' P'i ►' If - "�, i A_ { LOCATION 44e0 �v 1 N iP \�i'A r,t7 V_aA- c;;v t a r c h i- t e c t 1 ►� -�, .� ..„ y a r.Imo•. 7. All concrete slabs will have expansion and control joints as required. SCALE AiJ ■1 _n1 t� REVISED DRAWING N9 8. All foundation walls must have'A"diameter b 10" fon minimum galvanized anchor bolts, Z" 1230 Traveler Street Southold N.Y. 119 71 !'�`'� '!`�► .5-REV; �?t=-t��IJ 4< 1Fv i�-y g ( )Sdiameter washers and properly sued nuts spaced no grey#er than 6'-0"on center with a minimum 015244 DATE - ,�, _ I A- f , penetration of 7" into concrete. Anchor bolts to be placed 4" in from face of foundation wall. �4TNE631 - 765 - 5455 DRAWN BY PROJECT N9 -•7 9 J 1_ J NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION ' WITH ARCHITECTURAL DRAWINGS. /T`xB A-8 A-8 2� _ v-- �Z•_� I Z" -4:2-• 7- 3 71- G � '�- 3- 7- T,'4- x`i/Z rre 1./Aiiy 2- 5%4 c 18 V--/6_ /1 `� 3 L � 3-ZR•� � - N II - L2 T �.—�-— 11411 A, J x lal N -- r �- 4 --,V z-z=s G 1 FL Z - GLOS. { 2, 4 4r 10 VN z 3' d ra" 4` a N r7 , rio' 3 - -1 p CCr �, 0 FA J7 H -7` 14 t 4 t-t � � N O I Pa a�+1.x�-in� � ! 18 f� K p •t�-T'N,t N u M I ' � tI d'; -f N � N / oxo/ 41 t.t`►,�y1►..� t,� '-� _ Gf WIC{ _� Icyyi „ �_ / . J -� 3-�� 1r7 to p12.4R �+ 4360" - r...J G L...7�►�."�' ..'�, � �i1---- 2-b �.r `�� ' � � II / �+ � rJ. �r►1t-""r t,l � ��` `q V .1 G 4,.r:�S. ► G+�, a'�-z. I � � h , 41; IO �0 d+ , -- — — reN 4 �'I:si 4"l, '17- 3'/x 9 '/f"` 1'}!4 " x 1 l'/ - - 1 #"K 1'1i �P'i6:t�i•.L t,/w,iY� ( I OF )I f'ti 2 LL A An YA 6.' C L sem, •�0 4 n 4 0 r H 14•• A.r-e-. 1 t-4 WAS- 44-4 A � � A-7 � �-' � � PFJ � �' �:.,--- f�;-:..' �-- -��✓" �..r.--` �.�~ A' ... �_. 0 2�.� I _ • TITLE yi•" 'C Y r— Ji'� RED AR�y/ A.STR9 GARRETT A. STRAND LOCATION /f.{ �•,'I4• I 'a�/�. �-�.; �.C7/� arch it. e ct e-5e, NOTESCALEREVISED DRAWING N? _ 1230 Travet.er Street Southold N.Y. 11.971 �`� `I-rt �- pt tu -��. ip�,�,•*t-r 4 ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID015244 DATE E yon �63l.- 765 - 5455 DRAWN BY BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OF NEW OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. PROJECT N4 ��; •�� NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS. 10 A F� IL 54 - D ti • 3 Z.x I z �/� 14 1-4 L N'c r.W A,L_L_ r Ft- 1-l'r j7. ,• � � gR- (I'll a ` jit� Nlp� y � - �i d z< 7 v ; A-7 N , i < 0 - 0 POd -+_�.�-���-� _- =i% H E-A P It v :47 4���/ X t- - X 7.1 �;, is t G 3-i N IL N. 7 92 gtp 4-4 --- _ - -- o NT - __.__ -- eaz � _ t� __ 3 L07G -- — Ti'�? ,vcr —_.. 'HIP- �� 3- 4 3-4 3- 4" 1 3 -4- 3 ♦_ 3 -4" -- _------- - - �Hiw--_---- - G -8 q$ A T L,- A TITLE , --!5G/` Y IAV G���I 'i/ i '� 1 �/' 1�i FI F, �ERED ARRy� 1A. 8 rR9yc, GAR R E T T A . S T R A N G �' 1z�� �-�.-�~� U N&e11A1�a�N'.-y V�-� LOCATION 4447 \v1t4V \N//Q0-r.7 11�.. c9AL'� architect rz , ,._,-r, >.�� ,,, .fes,p _1,L, NOTE ;SCALE A6 IJalrop REVISED DRAWING No i'�I 1230 Traveler Street Southold N.Y. 11971 s- 1-7- I 1 Ll(E- f- ee I ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH-SOLID015244 DATE -5 7 - -V 1 4 BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER `rlAtEOf NE`N631 - 765 - 5455 DRAWN BY 1c; A� OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. PROJECT N9 4,7,a:v7dv 4 NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. A e 7 TJ "e� F-t .tT „ i-I t t A.3 Y 47 r— -rip .&- F-- t-{ i P-AG. 1_ I;_�_ /i\n.-r'. 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All windows to be insulated glass,thermal break,weatherstripped and flashed as required with a maximum "U"value of.58 (minimum "R" value of 1.7) and a maximum infiltration rate of.37 cfm per linear foot. • 3. All exterior doors to be insulated, thermal break, weatherstripped and flashed as required with a maximum "U"value of.40 (minimum "R" value of 2,5)and a maximum infiltration rate of.50 cfm per RED AR TITLE square foot. G�S�E Cy��F t='C-ip - ��. �����sz�Y uN��in�nar� GARRETT A Ih.IG. 4. HVAC equipment must conform to Section 7814.11 thru 7814.15 of the New York State Energy Code. c�Q� 9yc A . STRAND L-Y vE - E- � LOCATION A A � `��I � I�.l 3:;' `��IA ��✓� �(�/� r:--"5. The domestic water heater will conform to Section 7814.15(b)and 7814.21 of the New York State a r C h I t P C -I W_ i T, i-4 'c-, �U Y� ►G- Energy Code. SCALE REVISED DRAWING NQ 1230 Traveler Street Southold N.Y. 11971 � 1'j"�E''� s t� �! lug �v >'�rz•�,IT 6. All controls to conform to Section 7814.12 of the New York State Energy Code. DATE t'-"r_ !,7- ' ! 015244 � `STAT yp� 7. The fireplace(s)shall be constructed in compliance with Section 7814.2(k),(I), (m)of the New York f Of NEw 631 - 765 - 5455 DRAWN BYGr/�2 State Energy Code, I I PROJECT N 9 A �� • NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. \V l P E. K Z'- -5 1-4 1 G, ti s IiL _ G-T' V_NZ-e- - ---x --- - -------__—G-�a c..t-� E-►tet C�, —. F t..A S t•',�.1�' - __ —---------__.__---------- ------ ---- _-514- x t Z G Fop n._.li✓ 11�`tz- 1 e_Z E__ \V/ p 7 1 T� I ►-1 1-i 1-1 A, __ - -1"-( T'!L A. 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S T R A N D i - LOCATION q,.�, architect or- Ie- -r, - SCALEJ � REVISED DRAWING No 12310 Traveler Street Southold N.Y. 11971 T"� s- 17-0 J r%,:-- DATE 5,. 1 -7 _ a ; � f srgT�0W,k 631 - 765 - 5455 DRAWN BY Of N PROJECT N4 - I NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR WITH ARCHITECTURAL DRAWINGS. STAINING. 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E.- 1 / 4" = 1 •- �•, Ile A-7 ` TITLE T f.✓ "'Y""" i"../ F*^" +^.". ` W 1"� ..-.. ED li A4STR/TFc� G A R R E T T A . S TR A N G VP yC LOCATION °y\/ { 1.,,� P S;•,�f,�„ .� ^' '_...,.._.• '•�✓"' architect �- SCALE A . I ` REVISED DRAWING No 1230 Traveler Street Southold N.Y. 11971 /1 1"`' tF-17-L71 r- „✓. v - �t-szu•}-r DATE JAS'- 17- 471 �A\ 015244 631 - 765 - 5455 DRAWN BY - �TArE Of E`N v9� � All PROJECT N° ,1�; ��? , NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS. r 1J U r' U Go} tTILtU�La �-- U � - ---� ��J tF" 1 !-�G. 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