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1000-56.-1-11.15
I 1 I SURVEY OF LOT 5 I �-IIAF 1`41LL CIREEK, 1LEL.' A� THE OFFICE OF t-HE GLE�?K_ CSF FUFFOLK C, � NT ' _JAN. 26, 2005 AS FILE NUMBER 11,216 j SITIL"J'ATEo� ARSTHA.]NMOMOQUE ZIA 170' S' (`RjTfi�'k'�_ AJ i , Tt YO SL _ R.-, ' __SUFE-til,r= i�JP�I f Y i ^ : ` � Nf32° it J'd;• >< �k2 7A5' ' Ilk i 000 - 156 1 - H.14 I t)C?C"? - 156 - 1 - 11.1 � U \ �y`. •�mac,.o. � >'�° � , �L1R'iEYE�_ - C)b 2.2 -- 2016CS , ", �``° QP 1.1� ' ° sU /' � <}ti U y ..-.,, �'•q��.,a GERARD MURTHA I BAMWD- I .: '. Y.b1iYsV n L,W e.k..,AN A.1• k,«- Na v \ \ °19 5 " ,.. {. ? <�U� w ol T eaf aca / 4 / , cy f--op , , , � � �,. -,, y�y t y f,' ~,,, �._. '�•, �.����j� �e,y�of t�7 i a �9 a }$l , �"a i i , fr .� X�• W,_ � '4%' ,aO , � "� _,-1 _.. ..._ _n - t ` _, „_. _ 2v5.h�' �� S t,,. �.�0 24. z.. 4 7 z y ��� , ` } r. ^ > tiN ° ..e-.. "' �•.-- ,!'k ! it , , Jt -� i��I"tC }'11:. 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IE BLENE:) RCAROADWAY)L STANDARD -5O\ C1. ^�%AN7,5 C_OjN pr TAX MAP NUMBLIR ........ 6 - I - III Q? ............... 6 Jlu1 QN13 _l J RTON u, ID Ro D NOR 7H ZN5T s NE;1q YORK • • X 'REP 10-29 rr) J -03.63-14-03,03-2-0!!1,04-01-5Oe3O4,,C-0I-03.o1-23-03, r'T ENV.o6 , 01�. 'Alt lit, I T11T1 LE 1 -2 MENDEP 04-01-04 �lll�l'lIl���lilll�lll���(+I ,[)E-VELO ry 3_11_04,AP .•--- TFAX COPY III imEREBY CERTIFY THIS M BE A OF MAP KNI As NY-,T01,1"LAN • • ................... ....... L_44(t -�50* MAP FLE0 AT THE CO CLEWS OFF" i- 7 Roo 510-02-00111 OF&-Mx coum Y ON --'. 9. KEY MAP A. r% 16 #FILE.No. 1_ - CLEAK OF SUFFOLK COUPffy TYPIGAL PLOT PLAN t LRp Na 5i 70No. 4ABS 4041� '041 0,tv JAN 8 2005 100 110) 1 , ........... LED 4, (ONcl 11 v .00 Fpuccoun7Y 111 13q 01 W°IT2b N84° %A .. ........ .2 6d�, ' III.., A T-t H.I. 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I-L ,ZSrR!C TIOW,RECORDED IN THE SUFFOLK COUNTY ,iF5 :MArENT 60V� fiE % LOT FILL IC _�T ;,z A �-A C- Y lW A- 407 REWRDE7 04106104 '10 TAII.'.rRra,iIli _Lr._4 ��,Co 031',21c" 464pW 13051W 3Z~ 2D'IW 620 l� 1F I".'A IF 72-56W 4.1" 654 '440 cy 2 JOHN G-EHLERS LAIN 1mqrw 7,7�01W�14.=4210 4A050 6945 OY -5- 6 EAST MAIN ST]UjEr �N RIVERHFAD,N.Y.11901 REF,-\\Hp SERVEF 6RAPHIC.SCALE -7wtw 0 5D4860860 CY 4 k�;,: vl*- 3694289 P.369--8287 SUBDIVISION PLAN MILL CREEK PRESERVE" A m9 SITUATE:ARSHAMOMAQUE °3x'43"E 22'1 as' RSHAMSM,E� W . 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LONTOURS REFERENCE US LDAST ANp GFODF_TIL ----------- .A, _____ _- AIlb IM TIER TO NtiVO 1929 'J/1/� r S 1P t WELL LOr,ATION5 OBTAINED BY V15JAL \ P'�r C _ 0 \O< ✓'/ INSPECTION AND EV OFNCE PROVIDED BY OM=RS - LDT^_ ,.Y PROF'05F0 NOUEL,ARE TWO STORY AND 3-4 BLDIaa M5. .v °Y �9 1 — ALL D4'VEWAY EURPALE5 ARE TO f1E MADE b PERVIOV5 MATERIAL \ <�` .`1�•d- - ', A_L f P05FD 5TRL�TURE5 TO BE ON POJRW�-QFTE FOJNDAnoI, L>' °.`' d __ _ �r.•. �.... y'A `c'p`• O 1 nE NYS Fl2E5NWATFR WErl AI-BO.'NDARY I5 EOJAL TO hT ORAN6F FLACf ON Tllt r ' NDI,} ST WFN AAO,O'LAWWA¢D 0=TH`RED FLA}A¢U THc 4 SMALL `:'" "d:` r ,,' _ y1�� - "'• ,r+ WE-_ANDS fN1 THF.NORT}EAST SIDE OF THF PROPERTY TriE ORAfKF_FLM P6_TLAND .gid,/4-� 'Qs 11`r r•<•,�^, BO'J00ART ON THE SLUTH=ASi PARI OF TIP PRO-ERTY AND IV L-FRtSNNA:'R c" 1NIS K TJ Ci£',xY 1HA11H6580NfICN RAi 1N5 B®.AiR3.�Bf TIE BN.11N5 r.,..a..=.n� PIL_ANO B NDART FOR 1NE POND IS E--THE LANDWARD BDAC'D Q ilE 1'JITI DF`1rffW1ED Bf RES'J_UPDII DAIFO, OT ' 4 AND 5 LOKENLt ON 6/10/03., �Z° \ , '' ' L P IRAGMI CFS.Al L HERE VERIFIEV BY R.MPASH �i P11E 6f FLOOD ZONF5 DFPIVE[ FROM FIRM PANEL I-OF 1026 Ltl II - �•� MAP NI I,36 0310156 G DATED MAY '999 —-- "••'"' °-' « PEED GRADING WILL LEE GLEAN APPROVED PILL FROM AN UPLAW SOJRLE wOT COVERAGE TA6_- OF AREAS c F " G FNANTS AND R-'s,TRILTIONS RELORDED IN THF<JF'OLK LOIMiY x[ , cE a rr rwTE�N _ n GI FQKS CtFPI�t IN VITA:ADJAL911 LOT FI'_L rr L,°t.i,c9�bA - - lF(rf�FFfr-MrAFr 1. „n,_,,. '~■ .901 KF//JROFD 04/OG/04 LVA-�ARFS AREA —A :LOVENAbF':GOv£RA.E REOJICED = - - `ALL Li t�4 A-lrN,•N-,.,:uL Aga,t:WCI [f-t.,it� _ i cp 61B Rt'-GRJ_D 03/02;04 V_11I�,r mK',,.I,,'*nf FIS�$ �F ns rp rHl5 o L _ cv�ef LCT uA. 1 46Ay D659M 5z~ 21T1 624 I 4 SEKv,_[s c r.` „.uz _ sE'tN ` <E OF NEYy H 2 61A34.f 15,356af ,1`BI.f 4.10ON 654 410LY 6PD �P - =-_ - -~-• JOHN C.EHLERS LAND SURVEYOR Io3,91T.f 2B,msf x,922af 4.aD3.f 6s 41s cY * ' - •--^_ •"=-"' 6 EAST MAIN STREET N.Y.S.LTC.NO 50202 4 61,33.1 4 61,FiSf 7,100.f 12511 -0- NlcrinfL D rlAPes fir s.Fe uc,toDD1 / '-: •'9~-'uy - GRAPHIG SOAI_F I'•=100' -_ _ _-___ _____ A.UL�y___________ - .c'�T''=i" ,,,, _ u- .o.... YF �g _x., � RIVERHGAD,N.Y.11901 REF-\\HP SERVERUlpros\98-114pys�516napno S3 19p14.f 0 T9pl%f 4POO.F 504 1660 LY % 369-8288 Aalc 3694297 _F5HmF 1 OF 2 -- - -- — SUBDIVISION PLAN / Mu'L CREEK PRESERVE" J U s DATE:ARSHAMOMAQUE ` ill!('I !f'I,;'6i;111 n, I!IIP'il'uun11a111h1 S_y 'INI!111111111111I1 ''!'! 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THE NIS FRFSNv1AlER 1{TLANV BOUNDARY 15 FaVAL TO T'#ORANGE FLAGG ON TH` EaSling 2,439,154:34: /°f NORTMN'"-5T i`ETLANO,10'LANdwARD RED FLAGS A g1ND iHl_4 5NALL // i,b '"er �O �FpA Db5:,1 E=D ill B VARY ON iV 'D50H1NCAST PIAK ODFT ESP-tOf ERr'f A�Tr HEFr�LL'-'-IWt422�� Fv'J•�!i T.ncrif ROH,1,1„P WETLANp BOJNDARY FOR 111E POND IS Ep1A1 r0 TPE IAND/'LnRO EDGE OF TME gyp 1 z x t•LS LIC a tifjC] 'RAGMITES.ALL WFPF VERIFIED BY R,MA 511 AND 5,LORENCE ON 6A0/03 r9fy�,. x.l:i r c: OOp ZOtII�pER1VFD FROM FIRM PAWL ISB OF 1026 T Y2 MAP MMBER 36A3GOISBG DATED MAY > Bro`B`"T'""T"'sir"`''°"""T"""°"~40°"'F"`""W -- _ JOHN C.EHLERS LAND SURVEYOR y,�t„i:.;� BONOOf iX iBYN OF�DUrHOID Bl Nf+^A1111LW�AiFI, PROPOSFD&RAVING WILL ME GLEAN APPROVED FILL FROM AN UPLAND 50URGEiT"1„r m / M_M--- ^„^, co,.Ew,Nrs AND R=_sTRlcnoMS REc RvW IN THE SCIFF OLK couNTr DnTE. BY 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 cL RIYERIIEAD,N.Y.11901 REP-\YHP SERVERIF\proV8-114yYs_pin.pro LERKs oFF1cE IN 04/06/04 L.1204PP.N15'R=_EE0302/04 5RAPNIO 5GALE 1'=100' 369-8288 Fax 369-8287 BNEET 2 OF OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS foe No. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-067267 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4"NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN -MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 10,000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE U 3.} NO ONE MAY ALTER ANY ENGINEERING; ITEM UNLESS ACTING UNDER THE • MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED DIRECTION OF THE LICENSED / REGISTERED ENGINEER . �-- TO RESIST BOTH AXIAL AND BENDING FORCES. 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE a_ w FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0"BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. ® Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED Z THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS O x THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR I u S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. �- Z 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR p � BETTER. O ALLI a IG �F �o ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS [Y ONI �# REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS _ CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN L ( 1 %0ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. �.1 1./ J a-- O SIDING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH = � AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019"MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL + BAKED-ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT EARTHQUAKE DESIGN DATA TABLE m THICKNESS OF 2 MILS ON EXTERIOR. p 0.2 SEC SPECTRAL RESPONSE i'1 ACCELERATION (Ss) 0'87g CD a TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, O 1.0 SEC SPECTRAL RESPONSE 0.39 RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ACCELERATION (S0 g Liu 1 SEISMIC DESIGN CATEGORY D ® Lu GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH BUILDING CATEGORY (TABLE 1604.5) II © vi SIDES OF THE BUILDING. SITE CLASS D 2x4F2F1 02/12 LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS z Z RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR LBS DRAWN BY.• JSP DA TE: 3/22/2017 CHECKED BY. ---- BUILDING DESIGN CRITERIA DATE. • ---- CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U REVISED DA TE: -- SHEET INDEX SIZE DESCRIPTION BENDINGVALUEFb CONSTRUCTION TYPE VB REVISED DATE.' ---- SHEET# DESCRIPTION 2x4 NO.2 SPF 1313 PSI RISK CATEGORY I REV/SED DATE., ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 NO. 1 SYP 1500 PSI BUILDING AREA 2520 SQ. FT. Sl OF S6 COLUMN PLAN 2x4 2100f MSR SPF 2100 PSI MIN. LIVE ROOF LOAD DESIGN SEE NOTE #3 EV/SED DATE. --- S2 OF S6 TRUSS/BRACING PLAN 2x6 NO.2 SPF 1138 PSI ROOF SNOW LOAD * 20 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS S3 OF S6 TRUSS DRAWING & DETAILS 2x6 NO. 1 SYP 1350 PSI GROUND SNOW LOAD 20 PSF BUILDIN SUPERVISION AND THAT PREPAREDAS M A DBY ME O Y LICENSED/REUNDER MY GISTERED 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VOLT) 120 MPH O S4 OF S6 ELEVATIONS 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VASO) 93 MPH PROFESSIONAL E N R. •O ��� � e S5 OF S6 SECTIONS & DETAILS 2x8 NO. 1 SYP 1250 PSI O' S6 OF S6 ENDWALL SECTION Z Z 2x8 2400 MSR SYP 2400 PSI ' n ) �� •O 2x10 NO. 1 SYP 1050 PSIS RONALD L.SUTTON, P.E. •Ab * 2x10 2400 MSR SYP 2400 PSI ROOF SNOW LOAD CALCULATIONS rlsutton@atlieddesignaes.com 2x12 NO. 1 SYP 1000 PSI Ps =0.7 x Ce x I x Pg x Ct x Cs DATE: _0U U2EG.# °� 2x12 2250f MSR SYP 2250 PSI Ce =SNOW EXPOSURE FACTOR = 1.0 "'x° ` 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PS! I = IMPORTANCE FACTOR =0.8 3 1/2"x15" GLU-LAM 1650 PSI Pg = GROUND SNOW LOAD= 20 PSF Ct =THERMAL FACTOR = 1.2 5 1/4"x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 0.94 'D 5 1/4"x19 1/2" GLU-LAM 2400 PSI Ps =0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94 = 12.63 PSF SCALE.AS NOTED SHEET NO. GI0F GI rOiFFIC6., CUTCHOGUE, NY JOB NO. 128-067267 U ^ � C4 W m 0 = � Z Lu Z 0 QD Luw Q uL � � Z v Q 04 cl)�t N O4 Il N O 7-4 1/2" 7-6- 7-6' 7'-6' 7-6" 7-6' 7'-6" 7-4 1/2 1'-0"VENTED SIDEWALL OVERHANGS = I I I A i i I i 1'-0"NON-VENTED ENDWALL OVERHANGS S5 Ll.l �• _" J 41 ' 9" 41 , 9„ Lu CN 16"M 18"M 18"M 18"M 18"M 18"M © 18"M 18"M 16' - � 10 10 34'-10 1/2" 16"M 16"M - 34'-10 1/2" O_ X 'n © o � m 29'-7 1/2" 16"M I r ^ O 16"M - 27'-10 1/2" V a: c o C/5 z '\S6 Lu ® u w Q 16"M c -}— — 20'-10 1/2" Q y B o 1 L 8 SS I _J 16"M — 13'-10 1/2" Z 12'-1 1/2" 16"M Q ih 6'-10 1/2" 16"M 16"M 6'-10 1/2" DRAWN BY.• JSP 'N DATE.' 3/22/2017 CHECKED BY. ---- :o I 16"M 18"M 18"M d 18"M 18"M 18"M © 18"M 18"M 16"M ( o • 'O DA TE. ---- 0'-0" 0'-0" REVISED DA TE: ---- COLUMN PLAN LEGEND - I I REVISED DA TE: ---- I ❑ REVISED DATE . ---- - 3-2x6 LAMINATED COLUMN LOCATION ' i 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK 7-4 1/2" 7-6" 7-6" 7-6" 7-6" 7-6" 7-6" 7-4 1/2" VE VISED DATE. ---- FIBERSTEEL WALKDOOR(S), INSWING, LEFT HINGE WITH LOCKSET © - (7) 4429 9-LITE MB SLIDING WINDOW(S) WITH 14"Y,35"OPEN b iv N Cv N _ ROUGH OPENING SCHEDULE LOUVEREDSHUTTER(S) _� _� _� ��® `p y0 0 - 18'-0"x 15'-6"DOUBLE SLIDING ALUMASTEEL END DOOR v o �r o v o �r _ UNIT SYMBOL ��' O WIDTH HEIGHT - (8) 3065 SKYLITE(S) (VERIFY LOCATION) .1 N M 01 FROM LEGEND ��•��p�- A - (1) 3'-6"X3'-6" NON-FUNCTIONAL CUPOLA WITH 'M'30"WEATHERVANE N v 10 38 1/4" 81" pc • Z ,z - ROOF STEEL FASTENED WITH STAINLESS STEEL SCREWS 0 52 114" 33 5/8" m� d - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) •• 16"M- 16" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE COLUMN PLAN PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE //�� O CJ COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN cA IN ONE OPERATION. 18"M- 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM).20" BELOW BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: = I ISCALE.-AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE V 4' 416' • COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN SHEET NO. IN ONE OPERATION. S 1 OF S L L OFFICE.* CUTCHOGUE, NY JOB NO. 128-067267 3� _j Lo (2) 20d R.S. NAILS IN OVERHANG FRAME U �I 42'-2x10 (NO.1 SYP) a 2x4 BEV. PURLIN � � END RAFTER ASSEMBLY TOE NAIL OVERHANG RAFTER • TO OVERHANG NAILER WITH X I , Lu (1) 16d R.S. NAIL EACH SIDE • ( �� O Z Lu I ' I : I O I OVERHANG FRAME 42'-2x10 (NO.1 SYP) I . I • I o 2x6 OVERHANG NAILER END RAFTER ASSEMBLY (7) 20d R.S. NAILS ( 10) 20d R.S. NAILS PER CONNECTION 2-2x6 END COLUMN EXTENSION OR ! 1 1 UPRIGHT ASSEMBLY NAILED TO END 1 1 1 3-2x6 CORNER COLUMN RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) r 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. ` G o DETAIL ADETAIL B o . : a SCALE: 1 1/2"= 1'-0" _ SCALE: 1 1/2"= 1'-0" ry ° LuoU II S2 - -<4> ........................ ........................ ........................ ........................ ..................... B S2 p m Z -. ... o - 0 ....................... ......................3.................. .. -.,-..-.... coo-> z LU O C) ILE 4...... ............................ ............................ ............................ ............................ ........................... . I o ...0................. ............................ ........................... ........................... ........................ I z Q I o o I 0 0 ............ ........................... ............................ ............................ ............................ ........................... ............................ .......................... DRAWNBY.• JSP I — 0 0 I DA TE.* 3/22/2017 t0 tQ t0 0 Qi O Oi I CHECKED BY. --- DA TE.- ---- - — — REVISED DA TE.- ---- TRUSS/BRACING --- TRUSS/BRACING PLAN LEGEND REVISED DA TE.* ---- I I I I I I I --- i -42' 1290 R.C.TRUSSES Q 7'-6"O.C. REVISED DA TE.- z -42' END RAFTER ASSEMBLY 7'-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" REVISED DATE. ---- s -2x4 TRUSS TIES a -2x6 DIAGONAL END BRACES + (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) o � -1 01% �O ` r r r r r r r •� J`A$ :t N of ami � /�� 3 yup �c N 'V/ o f •0 y 0.Z TRUSS/BRACING PLAN d� �4 . oS < F? 2' 8' SCALE: SCALE.'AS NOTED 1' 4' 16' - SHEET NO. S2 OF S6 OFFICE: CUTCHOGUE, NY 128-067267 TRUSS SPACING 7-6" O.C. LIVE LOAD 20 PSF 4 DEAD LOAD 4 PSF CEILING LOAD - PSF 8-3-0 TOTAL LOAD 24 PSF L� N O• W m 0 Z 1 p/ z O 0- 41-9-0 41-9-0 42' R.C. 1290 (41 16) TRUSS � ,u SCALE: 3/9'= l'-0" Q ~ k Z < O ; - o 0 ui LuJ Z T i <O g.. C Tp 2`0 o II X 11R /2, Z m 60d R.S. NAIL 60d R.S. NAIL n' II V� O 20 GA. GALVANIZEDV z BOTTOM CHORD o• PURLIN CONNECTOR t j r OF TRUSS 20 GA. GALVANIZED W TOP CHORD o PURLIN CONNECTOR a OF TRUSS ® g Lj .- (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. Z (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) (1) #9x1"HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL DRAWNBY.• JSP 2x4 BUTTED PURLIN DETAIL DA TE: 3/22/2017 (PURLIN CONNECTED WITH 60D R.S. NAIL) CHECKED BY. — SCALE: 1 1/2"= l'-0" DATE: --- REVISED DATE' -- REVISED DA TE: ---- REVISED DA TE., ---- REVISED DATE. ---- �a SOF •y0 tiP 'p�. �G •1Qf- m co •'� ter,• Z o• •o ,b 1 o 4- , oS t I-7 SCALE.AS NOTED SHEET NO. S30F S6 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-067267 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOCR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE VENT-A-RIDGE OWNER. it ........... rl cV 5"O.G. GUTTERS cl ui OD Z ui HI-RIB STEEL SIDING z 0 3: T#21 CORNER TRIM CL T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#167 BASE TRIM Lu 18'-0" 24'-0' 18'-0" C? 0 -b O co 'IT O NORTH ELEVATION z czlv ci lnlu i F- ol 12 12 41 - 4 uj T#16 GABLE TRIM T#16 GABLE TRIM Lu z 0 HI-RIB STEEL SIDING 0 T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT ® � ,tt Q T#167 BASE TRIM r �D d � Z Lu 4'-6" 16'-6" 21'-0" 4'-6" 6'-6" 201-01, w IL 0 O b ;tU-j C14 m 0 WEST ELEVATION EAST ELEVATION b O 30'-0" (11) 30'-0" rDRAWNBY." JSP DATE., 3/22/2017 CHECKED BY.• ---- DA TE, MFM REVISED DATE. REVISED DA TE.' REVISED DA TE.' REVISED DATE.' NEW R .0 J ---Li1 �d 18'-0" 24'-0' 18'-0" C)s 1 -7 b bo0 SOUTH ELEVATION o - I �e SCALE.AS NOTED CO SHEET No. SCALE: em, rl To IMI 1 1 4- 16' ,._S40FS6:�� OFFICE.* DESIGN AND EXPLANATORYNOTESr— CUTCHOGUE, NY JOB NO. PRECAST CONCRETE COLUMN LOWER COLUMN 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-067267 __j INSTALLATION CONDITIONS MAY REQUIRE MODIFICATIONS. 3/4"ADJUSTMENT ROD 2. CONCRETE FLOOR NOTES: WITH BASE PLATE 1. INSTALL PRECAST CONCRETE ' ' "`'•'`' COLUMN W/ADJUSTMENT ROD & a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o TRUSS IN COLUMN :.. ' : :::';:' b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM SADDLE UNDISTURBED SOIL { BASE PLATE IN THE AUGERED HOLE. DISTANCE OF 10' PLUS OVERHANG WIDTH. r� LAMINATED COLUMN 2'• c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. a 2 PLUMB PRECAST CONCRETE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING COLUMN IN BOTH DIRECTIONS ;'�".:•: MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL Q— w 3 ADJUST HEIGHT UP OR DOWN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m WITH ADJUSTMENT HEX ROD d. CONTRACTION JOINTS UNIFORMLY SPACED 150.C. OR LESS. Lu o j FLUOROFLEXTM 1000 HI-RIB STEEL 4 POUR READI-MIX CONCRETE INTO 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Q_ Z 2x4 PURLINS @ 24"O.C. THE HOLE AS SPECIFIED. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V (NO. 2 SPF) LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND d 5 BACKFILL AND COMPACT THE ! 1'1 LOWER COLUMN ANNU LAR SP CE AEOUNDS HE TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. WITHZ 2x4 BEV. PURLIN ISOMETRIC IC AUGERED FROM THE SITE. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING WIRE MESH WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1 FILLER STRIP CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 2x6 BEV. FASCIA INSTRUCTIONS. 5"O.G. GUTTERS T#144 & 146 FASCIA TRIM 42' 1290 R.C.TRUSS SOFFIT - _ , o HI-RIB/SOFFIT CAP I— �_ta FILLER STRIP ry Z 2x6 OVERHANG NAILER Votu (2) 1/2"x5 1/2"M. BOLTS & (8) 20d R.S. NAILS 0 Cie J LU FLUOROFLEXTM 1000 HI-RIB STEEL �— 00 = O U � . rlool o X 14'-0" m GRADE TO HEELCL (� (3) ROWS 2x4 NAILERS (2100 MSR SPF) 3-2x6 LAMINATED COLUMN �f z Z 2x2 VERTICAL BLOCKING 1 1 1 H AT COLUMN LOCATION w FILLER STRIP a" T#167 TRANSITION TRIM ® N 2x6 NOTCHED NAILER FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT —� _J 7/16"OSB PROTECTIVE LINER >. T#167 BASE TRIM Z (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD FLUOROFLEXTM 1000 HI-RIB STEEL 2x6 UPRIGHT YELLOW ZINC SCREWS D TRUSS 18"ABOVE BUILDING HEIGHT DRAWN BY. JSP 42' EN 6"CONCRETE FLOOR♦ FILLER STRIP ( ) DA TE.* 3/22/2017 8 CHECKED B Y. - .•a DA TE.* FINISH GRADE ���.. �ti :•:•�.,.::�.:i;.: .. ..:,:.'ir 4"MINIMUM COMPACTED GRANULAR BASE REVISED DATE.' OR IN SITU GRANULAR SOIL T#71 TRACK COVER REVISED DATE.' — 360M &370M BRACKETS FASTENED TO MFS 51 M TRACK I LVISED DATE.' -- 4'-0" 3x4 TRACK BLOCK 15'-0' W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH TO GRADE � L ATE.• --- a; (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 1 1/2"x2"BLOCK &T#74 370M BRACKETS WITH #11 4A x 1 1/2"MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN T#23 JAMB TRIM . +.. •• OF NEW y •. .0. a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). ��'• • ' O �d 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN (3) 2x6 JAMB COLUMN (BEYOND) AROUND EXPOSED REBAR CAGE AND 3/4"x14" 2x3 JAMB (BEYOND; y • �' A* �r 18,10 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" BOTTOM 2'TREATED) � :� 0' ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. $ PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SLIDING DOOR HEADER SECTION B • • � Ve SCALE: I"= V-0" ' SIDEWALL SECTION A p4- , (3 -7 SCALE: 1/2"= V-0" SCALE.AS NOTED SHEET NO. S50F Sb rOFFICE- C6.TCHOGUE, NY JOB NO. 128-067267 FLUORDFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING �— N T#16 GABLE TRIM 2x4 PURLINS @ 24"O.C. (4) 0.135"x 2 114" R.W. NAILS OR 16d R.S. NAILS _� 2x6 FASCIA m T#194 TRIM i (1) 20d R.S. NAIL THROUGH STRAP w Z SOFFIT i & INTO BRACE Z HI-RIB/SOFFIT CAP TRIM r i Z END BRACE STRAP W/ PRE-PUNCHED O FILLER STRIP II HOLES (6END TO FiT) FASTENED W/ n=. I �" (3) 0.140 x 1 1/2"R.S. NAILS 42'-2x10 (NO.1 SYP) � i� �� �••J END RAFTER ASSEMBLY !! i 2x6 DIAGONAL BRACING FASTENED 2x6 E.C.E. i / TO COLUMN W/(4) 16d R.S. NAILS 42' 1290 R.C.TRUSS t L1 FLUOROFLEXTM 1000 HI-RIB STEEL � Lu 1 — — —————— ———— —— — — — — - - - -- -- - -- - - - 2x4 TRUSS TIE Q kt � O Lli � o _ J Z Q Q 1 o r 0 (3 ) ROWS 2x4 NAILERS (2100 MSR SPF) Liu 1 `z ® cn oc w h FILLER STRIP 1 1 1 8 _J 2 4 e DRAWN BY.' JSP DA TE: 3/22/2017 8" CHECKED BY., — DA TE: REVISED DATE. -- REVISED DA TE. -- 4'-0" REVISED DATE.' --- REVISED DATE.• — 21"THICK CONCRETE PAD(2500 PSI MINIMUM). F NEW 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN ,��lip r0 AROUND EXPOSED REBAR CAGE AND 3/4"x14" �.�. •O�• �l�j� THREADED RCD WITH AN ADDITIONAL MINIMUM 1" mg •�� O 16"O ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. •p Z PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 3r •d ; ,� �� • • Aa LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION C 0,6r 17 SCALE: 1/2"= V-0" SCALE.-AS NOTED SHEET NO. S6 OF S6 JAN 2. LU1 FORM NO. 3 Souf�mi Planning 6 _t TOWN OF SOUTHOLD D E C E U E BUILDING DEPARTMENT SOUTHOLD,N.Y. JAN 2 3 2018 NOTICE OF DISAPPROVAL Southold Town Planning Board DATE: January 19, 2018 TO: Bill Kelly (Murtha) 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Please take notice that your application dated December 21, 2017: For permit to construct an agricultural storage building at: Location of property: 2668 Long Creek Drive, Southold,NY County Tax Map No. 1000— Section 56 Block 1 Lot 11.15 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII. Section 280-127, the proposed use requires site plan approval from the Southold Town Planning Board. You may now apply to this agency directly. r��$ / Aut •zed ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board DFOR INTERNAL USE uNt-Y ,JAN 0 5 2018 U JAN 1 9 2018 Ri�t[NpT �' s,.. _ SITE P LAN USE D ET E F.. BUILDING DEPT. TOWN I f O auton i tia e 2 _ - Date Sent:_Jf=1 3 ; _ Date: _�- �L rad el Project-Name= Lk 4.h b d Project Address. r �b J_JL 15—Zoning District: Tax Map-No.:1'00Q-�- Suffolk County LA I � - ' orcin documentation-a5 to (Note: Copy of Building Permit Application and su.pp g proposed use or uses should be submitted.) ` Initial Determination as to whether use is permitted: M � I,, JJ rP� 'rJ Initial Determination as to whether site p (an is required:hk.p[.an "L Signature of Building Inspector planning Department (P.D.-) Referral: 1 i 19 l � I I% Date of Commenter—. -- p_D.Hate Received t ski Comments: • �= W�I� 1s� c • �e. - coo 1 . v U.M 4 Signature of plannin ept.-Staff Reviewer Final Determina100n Date:= Decision: c--ifi vrP of R161( ina In-qnPc tar FOR INTERNAL- USE UNLY JAN 3,, 5. 2018 SITE PLAN USE DETERMINATION Initial Determination 2 - - Date Sent:—A �3�� 3 _ : Date:__I_ Project Marne: Project Address: 4nn _ Zoning District:��y County Tax Map No.:1000= -� Suffolk Cou y Request' _ •� lication and supporting documentation,as to (Note: Copy of Building Permit App proposed use or uses should be submitted.) initial Deterniination as to whether use is permitted: U.irel I nitial-Dete.rmination as to whether site plan is required:_sv-k_p1an q Signature of Buliding Inspector Planning Department (P.D.) Referral: pate of Comment: p.D.Date Received: �= Comments: �6 wMAi Signature of Plannin ept.-Staff Reviewer Final Determination Date: 1 Decision: ------------ -------------- c;„,nturP of Riii1dina In_nPotor T C) A F SCSI f I4LI1 = B Lpyk P1_�2=IIS" PIS VION CHECKLIST BMIg NG DEPARTMENT o you have or need the following,before applying? TOWN HALL Board of Health SOL=T OL.D Y 119.71 4 sets..of Building Plans TEL: 'Pann ng Board approval FAX:1631}765-4502 Survey Southoldtownny.g€Ni MR:MITAO; Check Septic Form N.Y.S.D.E.C. Trustees C.o Application Fl i�+t\vYJ Flood Permit Examined 20 Single's Separate DEC 2 1 2017 Truss Identification Form cry -aka Assessment Form BUILDING DEPT Contact: Approved .20 TOWN OR SOUTHOLD Mail to-_WL L l� Disapproved ac Expiration 120 B g Inspector L1 ATIO QI BLiILDII�� R1�rr Date IZ-Z.1 20 l'T INSTRUCTi6N%S a.This application MAST be completely_.fi_lled in by typewriter or in'ink and submitted-to'tIfe Building Inspector with 4 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 toadjoining,premises or public streets or areas,and waterways. c.The work covered by this application may not b-commenced;before issuance of,BuildingTermit.. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Ceft�cateofOccupancy,, 1 Every'building permit shall ex tre'if€he woi authorized has not commencedtiviihm 12 months after the date of issuance or has not been completed within'19 months from such date.If no ion ng muct l entp of other regulations dtt'ecting,the proomi have been enacted in the interim,the Biiildi?ig-Inspector may autltori e;its wring,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEIIEBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone-Ordiu`aizce�df the Town of Southold,Suffolk County,New York.and other applicable Laws.Ordinances or Regulations for the'cctnsctuuction 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. Sign pp- cant or es if a corporation} LIA ULs7 (Mailing address of applicant) C'VTC444>C4Vfr—14 L4 t tArds State whether applicant is owner,lesse ,agent. hitect,engineer,general contractor,electrician,,plumber or builder Name of owner of premises ge�W_D M��oQV W tIA (As n the:tax roll or latest deed) If applicant is a corporatio Lure of duly ize ( � e and title of orate officer} Builders License No. b-11's 141 Plumbers License No. Electricians License No. Other Trade's-License Net. 1. Location of land on which monosed work will be done: House Number Stet Hamlet County Tax Map No. 1000 Section _t, Block I Lot �'�•l� Subdivision � �. �� Filed Map No.1 k Ll(o TOf 2. State existing userandioccupancy of premises and intended use and occupancy of proposed tonstruction: a. Existing use,and occupancy b. Intended use and occupancy App 1._, L= . 3. Nature of work(check which applicable):New EuildinAddition Alteration Repair Removal D 1' ' Other Work I (Description) 4. Estimated Cost G ee be paid on filing this application) 1 f dwelling,number of dwelling units Number of dwelling unrts on each floor E fgarage, number of'cars =' « b. If busuiess;comrrtereil or mixed occupancy,seott of each type of use. 7. Dimensions of Ung structs any:Fr LTA ear 2 x De Height Numb of Stories Di sions o arae strum e with alter ns or additi s: Front Read pth Height Num of Stories 8. Dimensions of entire new construction;Front.: Rear - 'JZ{ Depth_ 60 ' Height ZZ' b Z n Number of Stories �1JL Size of lot:front Rearj.1. 10,r Depth 775 10:Date.of Purchase 7-7(-,- W I L Name.of Former Owner 11.Zone or:use district.in which premises are situated v v o�s u _ u T io`a e a-"Z ninz law_ rd1 3_� or e ratio n. ES "{ -10-T re-graded jYES = j Will ce fill be removed ;gym remises? S 14.Names of Owner ofremises Mu�Tt�#A Address 1;�t EJOJ � Phone Nlo. ��� � t M-11Name of Architect &41EI�! Z Address C&LM4A4i L _ Phone No St= v14-q4 Names,of Contractor A" Ll1 Fg.. L�>Address Cv—r614=Uk_ Phone No. 3t-73U-144'w 15 a.Is this property within 100 feet of a tidal wetland or.a freshwater wetland?*YES NO *If YES,:SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED: CXsL txj)j-_ C#- b.Is this'property within 3OO feet.of atidal wetland?•*.YES V NO IF YES,D.&C.PER, MAY BE REQUIRED., 16.Provide survey;_to scale',,wdth-acctuatoundation plan and distances to property lines. 17.If elevationat any pontion sh0 feet or below,must provide topographical data on surveYtprp �i 18.Are Cher&any covenants and i'bstrictimis with respect to this property?* YES NO_)( *If YES,PROy,,j.DE A,COPY._. STATE OF NEW YORK) SS: COUNTY Of� ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named t. (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me th' NO.otDUd eo QUA } LIFIED IN SUFFOLK COUNTY 1 S day of t �, ' - _ iMISSION EXPIRES JUNE30,tae A Nofary#Public 4r::5z1r"',jKjgn4ke of Applicant COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Deputy County Executive and Commissioner Division of Planning and Environment October 12,2017 Gerard and Robin Murtha 29 Kent Street Farmingdale,NY 11735 Re: Gerard and Robin Murtha property 2662 Long Creek Drive, Southold, Town of Southold Suffolk County Tax Map No.: 1000-056.00-01.00-011.015 Application No. 2017006/Committee Resolution Number:FC-33-2017 Dear Mr. and Mrs.Murtha: The Suffolk County Farmland Committee ("Committee"), at its regular meeting on September 28, 2017, reviewed your "Request for Review of Proposed Agricultural Improvement(s)" on the above-referenced property from which the County has purchased development rights, and on which you retain farming rights. Your request involved a proposal to install and maintain a Morton barn, drainage infrastructure, water hydrant and water trough; underground water utility line, livestock fencing, and gravel driveway and gravel area,in association with a proposed cattle operation. The Committee determined that the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural lands,as outlined in the enclosed resolution. The S.C. Division of Planning and Environment in consultation with the S.C. Department of Law has determined that the aforementioned proposed improvements are concurrent with the property's Deed of Development Rights and Contract of Sale. Please be advised that this determination is subject to the following conditions: 1) The proposed agricultural Morton barn shall measure approximately 60 feet in length, 42 feet in width, 14 feet and 9 inches in height(to the eave), and 22 feet and 6 inches in height(to the peak of the roof). It shall consist of a wood frame with painted steel siding and shall have pier footings and a concrete slab floor. The Morton barn shall be constructed according to the building specifications received by the County on August 28,2017. The barn shall be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. There will be no electric service to the barn at this time;and 2) The proposed drainage infrastructure shall consist of one dry well to be installed on the west side of the Morton barn to address roof runoff. The dry well shall be 10 feet in diameter and 10 feet in height and shall receive runoff via 6-inch drain piping from the barn's downspouts; and H.LEE DENNISON BLDG ■100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■(631)853-6191 Page 2 of'3 Lauretta R. Fischer Letter dated October 12, 2017 SC Tai :trap j o. 1000-056.00-01.00-011.015 3) The proposed water hydrant shall measure approximately 87 inches in height, 9 inches in width, and 2.25 inches in depth. The proposed water trough shall measure approximately 5 feet in length, 2.5 feet in width, and 2.5 feet in height. Both improvements shall be located on the eastern side of the property and shall be serviced by a proposed underground water utility line measuring approximately 160 linear feet through County PDR land. The underground water utility line shall be installed at a depth of 4 feet and 6 inches below surface grade; and 4) The proposed livestock fencing shall measure approximately 4 to 6 feet in height, 4,660 feet in length, and shall allow the wetland areas to be fenced off from livestock. It shall consist of metal woven wire and wooden posts and top rails. Gates shall be installed between pasture areas to allow for pasture rotation;and 5) The proposed gravel driveway shall measure approximately 35 feet in length and 24 feet in width (840 square feet). It shall connect to a proposed gravel area consisting of 16,000 square feet that shall surround the barn. The gravel driveway and gravel area shall total approximately 16,840 square feet;and 6) All of the aforementioned proposed improvements shall be located on the property, as depicted in the site plan-survey received by the County on September 22,2017 and entitled"Survey of Lot 5: Map of Mill Creek Preserve dated June 22,2016"and attached as Attachment 1;and 7) The landowner shall submit to the Suffolk County Division of Planning and Environment the as- built survey depicting the aforementioned improvements; and 8) The landowner shall be responsible for compliance with all conditions of this letter,the deed of development rights,the contract of sale, and all applicable federal state,county,and town regulations,rules and statutes. If you have any questions,please feel free to contact me at(631) 853-6044. cerely, �uetta R. If her Chief Environmental Analyst Enclosure. Cc: Robert A.Braun,Deputy Bureau Chief, S.C. Dept. of Law Sarah Lansdale,Director of Planning, S.C.Div. of Planning and Environment Andrew Amakawa,Research Technician, S.C. Div. of Planning and Environment Suffolk County Div. of Real Property Acquisition and Management,Inventory Unit(email copy) Heather Lanza,Planning Director,Town of Southold(email copy) Melissa Spiro,Land Preservation Coordinator,Town of Southold(email copy) Page 3 o f'3 Lauretta R. Fischer Letter dated October 12, 2017 SC Tar Map No. 1000-056.00-01.00-011.015 Attachment 1 svAvsir o�iar s -- --- SITUA•!q{+yMILL GREEK WLYS'•E S MUIMAMOMOQUE TOWN:SOUTHOLD K' E SUFFOLK COUNTY,NEW YORK S !+.✓ s= `i ✓ o4d PSI JOHN C.EHLERS LAND SURVEYOR fyR,IAo'an�t M.YI IIC nafmW may) u -.o � u,t1/LNh!li YCy,�Ya]n RESOLUTION NO. FC-33-2017 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, PURSUANT TO CHAPTER 8 OF THE SUFFOLK COUNTY ADMINISTRATIVE LOCAL LAWS, DETERMINING A STANDARD AGRICULTURAL PRACTICE ON THE GERARD AND ROBIN MURTHA PROPERTY (SCTM# 1000-056.00-01.00-011.015), TO WHICH THE COUNTY OF SUFFOLK OWNS THE FARMLAND DEVELOPMENT RIGHTS WHEREAS, pursuant to Chapter 8 of the Suffolk County Administrative Local Laws ("Chapter 8"), a "Request for Review of Proposed Agricultural Improvement(s)" on property owned by Gerard and Robin Murtha has been received by the Suffolk County Farmland Committee ("Committee"), where such proposal is known by application number 2017006;and WHEREAS,the property is located on land situated south of Long Creek Drive and east of Park Avenue in the hamlet of Southold, Town of Southold, identified by Suffolk County Real Property Tax Map ("SCRPTM")No. 1000-056.00-01.00-011.015;and WHEREAS, the applicant has proposed to install and maintain a Morton barn, drainage infrastructure, water hydrant and water trough, underground water utility line, livestock fencing, and gravel driveway and gravel area,in association with a proposed cattle operation;and WHEREAS,the proposed agricultural Morton barn will measure approximately 60 feet in length,42 feet in width, 14 feet and 9 inches in height(to the eave),and 22 feet and 6 inches in height(to the peak of the roof). It will consist of a wood frame with painted steel siding and will have pier footings and a concrete slab floor. The Morton barn will be constructed according to the building specifications received by the County on August 28, 2017. The applicant states that the barn will be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. There will be no electric service to the barn at this time;and WHEREAS, the proposed drainage infrastructure will consist of one dry well to be installed on the west side of the Morton barn to address roof runoff. The dry well will be 10 feet in diameter and 10 feet in height and will receive runoff via 6-inch drain piping from the barn's downspouts; and WHEREAS, the proposed water hydrant will measure approximately 87 inches in height, 9 inches in width, and 2.25 inches in depth. The proposed water trough will measure approximately 5 feet in length, 2.5 feet in width, and 2.5 feet in height. Both improvements will be located on the eastern side of the property and will be serviced by a proposed underground water utility line measuring approximately 160 linear feet through County PDR land. The underground water utility line will be installed at a depth of 4 feet and 6 inches below surface grade;and WHEREAS, the proposed livestock fencing will measure approximately 4 to 6 feet in height,4,660 feet in length,and will allow the wetland areas to be fenced off from livestock. It will consist of metal woven wire and wooden posts and top rails. Gates will be installed between pasture areas to allow for pasture rotation; and WHEREAS, the proposed gravel driveway will measure approximately 35 feet in length and 24 feet in width (840 square feet). It will connect to a proposed gravel area consisting of 16,000 square feet that will surround the barn. The gravel driveway and gravel area will total approximately 16,840 square feet; and WHEREAS, all of the aforementioned proposed improvements will be located on the property, as depicted in the site plan-survey received by the County on September 22, 2017 and entitled "Survey of Lot 5: Map of Mill Creek Preserve dated June 22,2016"and attached as Attachment 1; and WHEREAS, the Committee, at its September 28, 2017 meeting, reviewed and considered whether the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural lands;now,therefore,be it S.C. Farmland Committee Meeting 9/28/2017—Reso.No. FC-10-2017 Page 1 of 3 1"RESOLVED, that the Committee hereby finds and determines that this proposal constitutes a Type II action pursuant to 6 NYCRR§617.5(c)(3),which completes the SEQRA review; and 2nd RESOLVED, that the Committee hereby approves and adopts the report of its staff, as may be amended; and be it further 3 d RESOLVED,that the Committee hereby determines that the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural lands. Motion by: Mark Zaweski Seconded by: Al Kilb Committee Vote: Ayes 15 Nays 0 Abstentions 0 Committee Member Appointment Yes No Recused Not Present BALSAM,Alex Town of East Hampton ✓ BARNETT,Russell K. Town of Smithtown ✓ BIONDO,Vincent Town of Babylon ✓ BUSH,Ronald At-Large ✓ CORWIN,Nate At-Large ✓ FOSTER,Lee Town of Southampton ✓ JOHNSON,Howard Town of Huntington ✓ KILB,Alfred J.,Jr. Town of Shelter Island ✓ WARD,Theresa for S.C.Deputy County Exec. and Commissioner ✓ LANSDALE, Sarah S.C. Dir.of Planning MOYER,Dale D. At-Large ✓ MUDD, Stephen Town of Southold ✓ MURPHY,Eugene Town of Islip ✓ NOLAN,Rob Town of Brookhaven ✓ ROTTKAMP,Jeffrey Town of Riverhead ✓ RUCKDESCHEL,August Ex-Officio, SCEDP ✓ SCHEER,Charles F.,Jr. At-Large ✓ SCHMITT,Albert At-Large ✓ STROBEL,Herb At-Large ✓ ZAWESKI,Mark At-Large ✓ Totals 1 15 1 0 0 4 Date: September 28,2017 Location: Kermit W. Graf Cornell Cooperative Extension Building, 423 Griffing Avenue, Suite 100, Riverhead,NY 11901 S.C. Farmland Committee Meeting 9/28/2017—Reso. No. FC-33-2017 Page 2 of 3 ATTACIIMENT 1 SURVEY OF LOT 5 SITUATE:ARSHAMOMOQUE 1„ TOWN:SOUTHOLD W SUFFOLK COUNTY.NEW YORK J I I t q3� l.Ptl' i ,• f � ' 1 � ., •,�, _ � ����•` tea' JOHN C.EHLERS LAND SURVEYOR �,yt -- w�nu x.r.,iooi ew-em rr wear S.C. Farmland Committee Meeting 9/28/2017—Reso.No. FC-33-2017 Page 3 of 3 COUNTY OF SUFFOLK Co./- eq. Steven Dellone SUFFOLK COUNTY EX'ECUTTVE Department of Economic Development and Planning Theresa Ward Deputy County Executive and Commissioner Division of Planning and Environment October 12,2017 Gerard and Robin Murtha 29 Kent Street Farmingdale,NY 11735 Re: Gerard and Robin 11,lurtha property 2662 Long Creek Drive, Southold, Town of Southold Suffolk Count)%.Tax Map No.: 1000-056.00-01.00-011.015 A13plication No. 2017006/Committee Resolution Number:FC-33-2017 Dear Mr. and Mrs. Murtha: The Suffolk County Farmland Committee ("Committee"), at its regular meeting on September 28, 2017, reviewed your"Request for Review of Proposed Agricultural Tmprovenrent(s)" on the above-referenced property from which the County has purchased development rights, and on which you retain farming rights. Your request involved a proposal to install and maintain a Morton barn, drainage infrastructure, water hydrant and water trough; underground water utility line, livestock fencing, and gravel driveway and gravel area, in association with a proposed cattle operation. The Committee determined that the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural lands,as outlined in the enclosed resolution. The S.C. Division of Planning and -Environment in consultation with the S.C. Department of Law has determined that the aforementioned proposed improvements are concurrent with the property's Deed of Development Rights and Contract of Sale. Please be advised that this determination is subject to the following conditions: 1) The proposed agricultural Morton barn shall measure approximately 60 feet in length, 42 feet in width, 14 feet and 9 inches in height (to the cave), and 22 feet and 6 inches in height(to the peak of the rood). It shall consist of a wood frame with painted steel siding and shall have pier.footings and a concrete slab floor. The Morton barn shall be constructed according to the building specifications received by the County on August 28,2017. The barn shall be Used tUr agriCultural equipment (such as a tractor and mower) and for feed aid hay storage. There will be no electric service to the barn at this time; and 2) The proposed drainage infrastructure shall consist of one dry well to be installed on the "jest side of the Morton barn to address roof runoff. The dry well shall be 10 Feet in diameter and 10 feet in height and shall receive runoff via 6-inch drain piping from the barn's downspouts;and H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL MY,2nd FI ■P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 r.an�'r:;1t[1 R. Fischo—Leifer[Iuletf r3C1i11)er 12. 201 ,' SC'Tal ;11[�h;1[r,. 1000-056.00 -01.00-011.01 i 3) The proposed water hydrant shall measure approximately 87 inches in height, 9 inches in width, and 225 inches in depth. The proposed water trough shall measure approximately 5 .feet in length, 2.5 feet to width, and 2.5 feet in height. Both improvements shall be located on the eastern side of the property and shall be serviced by a proposed underground water utility line measuring approximately 160 linear feet through County PDR land. The underground water utility line shall be installed at a depth of feet and 6 inches below surface grade; and 4) The proposed livestock fencing shall measure approximately 4 to 6 feet in height, 4,660 feet in length, and shall allow the wetland areas to be fenced off from livestock. It shall consist of metal woven wire and wooden posts and top rails. Gates shall be installed between pasture areas to allow for pasture rotation; and 5) The proposed gravel driveway shall measure approximately 35 feet in length and 24.feet i.n width (840 square.feet). It shall connect to a proposed gravel area consisting of 16,000 square feet that shall surround the. barn. The gravel driveway and gravel area shall total approximately 16,840 square feet; and 6) All of the aforementioned proposed improvements shall be located on the property,as depicted in the site plan-stuvey received by the County on September 22,2017 and entitled"Survey of Lot 5: Map of Mill Creels Preserve dated June 22, 2016"and attached as Attachinent 1; and 7) The landowner shall submit to the Suffolk County Division of Planning and Environment the as- built survey depicting the aforementioned improvements; and 8) The landowner shall be responsible for compliance with all conditions of this letter,the deed of development rights,the contract of sale, and all applicable federal state, county, and town regulations,rules and statutes. If you have any questions,please feel free to contact me at(631) 853-6044. nccrely, • Ali &L�a1uietta R. P, her Chief Environmental Analyst Enclosure. Cc: Robert A.Braun, Deputy Bureau Chief.,, S.C.Dept. of Law Sarah Lansdale, Director ofPlannirtg, S.C. Div. of Planning and Invironmertt Andrew Amakawa,Research Technician, S.C. Div. of Planning and Environment Suffolk County Div. of Real Propert;- Acquisition and Management, Inventory Unit(email copy) Heather Lanza,Planning Director,Town of Southold (email copy) Melissa Spiro, band Preservation Coordinator,Town of Southold (email copy) page 3 of3 Luuverla R. Fisrhev Lefler claied Ociobor 12, •'.ii17 SC Ta-s- Xfu1p Alo. 1000-05'.5.00-!11.00-011.01 Attachment I suawyoFIAT l SffUATE-.ARSH"OMOQUE TOVIN..SOUMOM :SUFFOLK r-ouNff,MwYORK 94 s- 44. . .... .... ... Nit • oval RESOLUTION NO. FC-33-2017 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, PURSUANT TO CHAPTER 8 OF T.H.E SUFFOLK COUNTY ADMINISTRATIVE LOCAL LAWS, DETERMINING A STANDARD AGRICULTURAL PRACTICE ON THE GERARD AND ROBIN MURTHA PROPERTY (SCTM# 1000-056.110-01.00-011.015), TO WHICH THE COUNTY OF SUFFOLK OWNS THE FARMLAND DEN'E:LOP TIENT RIGHTS WHEREAS, pursuant to Chapter 8 of the Suffolk County Administrative Local Laws ("Chapter 8"), a "Request for:Review of Proposed Agricultural.U.nprovement(s)" our property owned by Gerard and Robin Murtha has been received by the Suffollc Cotunty Farmland Committee (`'Committee"), where such proposal is known by application number 2017006; and WHEREAS, the property is located on land situated south of Long Creek Drive and east of Park Avenue in the hamlet of Southold, Town of Southold, identified by Suffolk County Real Property Tax Map ("SCRPTM") No. 1000-056.00-01.00-011.015; and WHEREAS, the applicant has proposed to install and maintain a Morton barn, drainage infrastructure, water hydrant and water trough, underground water utility line, livestock fencing, and gravel driveway and gravel area, in association with a proposed cattle operation; and WHEREAS,the proposed agricultural Morton barn will measure approximately 60 feet in length,42 fleet in width, 14 feet and 9 inches in height(to the eave), and 22 feet and 6 inches in height(to the peak of the roof). It will consist of a wood frame with painted steel siding and will have pier footings and a concrete slab floor. The Morton barn will be constructed according to the building specifications received by the County on August 28, 2017. The applicant states that the barn will be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. There will be no electric service to the barn at this time;and WHEREAS, the proposed drainage infrastructure will consist of one dry well to be installed on the west side of the Morton barn to address roof rulloff. The dry well will be 10 feet in diameter and 10 feet in height and will receive runoff via 6-inch drain piping from the barn's downspouts; and WHEREAS, the proposed water hydrant will measure approximately 87 inches in height, 9 inches in width, and 225 inches in depth. The proposed water trough will measure approximately 5 feet in length, 2.5 feet in width, and 2.5 feet in height. Both improvennents will be located on the eastern side of the property and will be serviced by a proposed underground water utility line measuring approximately .160 linear feet through County PDR land. The underground water utility line will be installed at a depth of 4 feet and 6 inches below surface grade; and WHEREAS, the proposed livestock fencing will measure approximately 4 to 6 feet in height, 4,660 feet in length, and will allow tine wetland areas to be fenced off from livestock. It will consist of metal woven wire and wooden posts and top rails. Gates will be installed behveen pasture areas to allow for pasture rotation, and WHEREAS, the proposed gravel driveway will measure approximately 35 feet in length and 24 :feet in width (840 square feet). It will connect to a proposed gravel area consisting of .16,000 square feet that will surround the barn. "file gravel driveway and gravel area will total approximately 16,840 squire feet; and WHEREAS, all of the aforementioned proposed improvements will be located on the property, as depicted in the site plan-survey received by the County on September 22, 2017 and entitled "Survey of Lot 5: Map of Nlill Creek Preserve dated June 22, 2016" and attached as Attachment 1; and WI-I:ER.EAS, the Committee, at its September 23, 2017 meeting, reviewed and considered whether the aforementioned proposed improvements constitute a standard acyricultural practice that maintains or enhances agricultural ]ands;now,therefore, be it S.C. Farmland Committee Meeting 9/2812017—Reso. No. FC-10-2017 Page 1 of 3 I"'RESOLVED, that the Committee hereby finds and determines that this proposal constitutes a Type I.1 action pursuant to 6 NYCRR 56.17.5(c)(3),which completes the SEQRA review;and 2"" RE,SOLV]?D, that the Committee hereby approves and adopts the report of its staff, as may be amended; and be it Airther 3"" RESOLVED, that the Committee hereby determines that the aforementioned proposed improvements constitute a standard aUricnitural practice that maintains or enhances agricultural lands. Motion by: Mark Zaweski Seconded by:Al Kilb Committee Vote: Ayes I5 Nays 0 Abstentions 0 Committee Member Appointment Yes No Recused Not Present BALSAM,Alex Town of East Ham ton ✓ BA.RNE F1', Russell K. Town of Smithtown ✓ BIONDO, Vincent Town of Babylon ✓ BUSH,Ronald At-Large ✓ CORWIN,Nate At-Larne ✓ FOSTER, Lee Town of Southampton ✓ JOHNSON,Howard Town ofHuntington ✓ KILB, Alfred J., Jr. Town of Shelter Island ✓ WARD,Theresa for S.C.Deputy County :Exec. and Commissioner ✓ LANSDALF,Sarah S.C.Dir.of Planning MOYER,Dale D. At-Large ✓ MUDD, Stephen Town of Southold ✓ MURPHY, Eugene Town of Isli ✓ NOLAN,Rob _ Town of Brookhaven ✓ ROTTKAMP,Jeffrey Town of Riverhead ✓ RUCKDESCHEL,Aug=ust Ex-Officio,SCEDP ✓ SCHEER, Charles F.,Jr. At-Large ✓ SCI..-:{MITT,Albert At-Large ✓ ST.ROBEL,Herb At-f.arge _✓ ZAWESKI.Mark At-Large ✓ Totals 15 0 0 4 Date: September 28,2017 Location: Kermit W. Graf Cornell Cooperative Extension Building, 423 Griffing Avenue, Suite 100, Riverhead,NY 11901 S.C_ Farmland Committee Meeting 9/28/2017—Reso_No. FC-33-2017 Page 2 of 3 A,rTACHME.NTT l i SURVEY OF LOT 5 _ SPTUATE:AIMAMOMOQUE a•:a (• TOWN;SOaU-]/T♦H��O�Lr�Dy t�]�(/ /� --!;` �f�' w SUMLK COUNTY,N 1 1 y NE r7 YORK '\....-.s�� q:�rvw.__1- ;--,' lCr it t'•y� i t?-�i�•: j'` ``� •r y'';cam] •._r i�3�s '4r "` �, , r] }r�• �-" � ' ' .. '. �"e `•� �bar �`' a r� I 1 I i JOHN{.,LHIJ..RS]AND SIA VEYOR S.C. Farmland Committee Meeting 9/2812017--Reso. No FC-33-2017 Page 3 of 3 Murtha SPUD (Mill Creek Preserve) � f i r l r• Leg " Freshwater—Wetlands �' DEC Freshwater wetlands ol AE i r 0.2 PCT'ANNUAL CHANCE FLOOD HAZARD d 70 00, IX �; i'