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Home My WebLink About1000-56.-1-11.17 OFF/CE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-1 07073 COLUMNS NAILED 8"O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. INCORPORATED AS PART OF THESE DRAWINGS. MFS PRE-CAST CONCRETE COLUMN- MORTON BUILDINGS FOUNDATION SYSTEM IS APRE-ENGINEERED, 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATEDDIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. •10,000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE ! 1 o 0 MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE %o RESIST BOTH AXIAL AND BENDING FORCES. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . a— N ' M FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE o- W co (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' O SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. D CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Z Lu (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED <Q� Z O 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 S4S. Z PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR [CC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 1 1 U z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR — BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED O Z 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 ACCORDANCE WITH CURRENT U STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 0 SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME QF— STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON :�E U `o EXTERIOR. z 1 1 1 Z E— O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 'J = p CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ALL rvool U GUTTERS -5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON X BOTH SIDES OF THE BUILDING. 7 000 2x4 Fl F1 MFS 09/20 rZ O 0 LJLJ = cn 0e w o_ 1 1 1 8 EARTHQUAKE DESIGN DATA TABLE , Z F'L�F�MIt�G BO�A�D 0.2 SEC SPECTRAL RESPONSE .179 g ACCELERATION (Ss) TOWN OF SOUTHOLD 1.0 SEC SPECTRAL RESPONSE 05 g DATE 3 2v2� DRAWN BY.' MLD ACCELERATION (Si) r I DATE.' 4/20/2021 SEISMIC DESIGN CATEGORY B RISK CATEGORY (TABLE 1604.5) I CHECKED BY.' W LM SITE CLASS D ---�---� DATE.' 5/3/2021 LIGHT FRAMED WALLS SHEATHED BUILDING DESIGN CRITERIA I, ' REVISED DATE. ---- BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U REVISED DATE.' --- SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB STEEL SHEETS 2x4 NO 2 SPF 1313 PSI E C E I V E® REVISED DATE.' . ---- RESPONSE MODIFICATION FACTOR (R) 7 RISK CATEGORY I SIMPLIFIED ANALYTICAL 2x4 NO. 1 SYP 1500 PSI (----- '-- REVISEDDATE.' ---- BUILDING AREA 2520 SQ. FT. ANALYSIS PROCEDURE PROCEDURE 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF MAY 2 7 2021 SEISMIC DESIGN BASE SHEAR 800 LBS 2x6 NO.2 SPF 1 138 PSI l 2x6 NO. 1 SYP 1350 PSI GROUND SNOW LOAD 20 PSF Southold Town 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 130 MPH Planning Board 2X6 2400 MSR SYP 2400 PSI WIND SPEED (Vnso) 101 MPH �� `Qg`l �• By�o SHEET INDEX 2x8 NO. 1 SYP 1250 PSI MAXIMUM DESIGN ELEVATION 1000 FT. SHEET # DESCRIPTION 2x8 2400 MSR SYP 2400 PSI * I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS t ROOF SNOW LOAD CALCULATIONS 2x10 NO. 1 SYP 1050 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x10 2400 MSR SYP 2400 PSI Pf = 0.7 x Ce x I x Pg x Ct SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED 2 '�+ .G 98626 2x12 NO. 1 SYP 0 PSI S1 OF S6 COLUMN PLAN Ce =SNOW EXPOSURE FACTOR = 1.0 PROF NA INEER. 225 I = IMPORTANCE FACTOR 0.8 QF�$sko�a� = �'°� ' S2 OF S6 TRUSS/BRACING PLAN 2x12 2250f MSR SYP 2250 PSI Pg = GROUND SNOW LOAD — 20 PSF / S3 OF S6 TRUSS DRAWING & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Ct =THERMAL FACTOR = 1.2 S4 OF S6 ELEVATIONS 3 1/2"x15" GLU-LAM 1650 PSI Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2= 13.44 PSF S5 OF S6 SIDEWALL SECTION & DETAILS Cs = ROOF SLOPE FACTOR = 1.0 CORY AEL RD, P.E. 5 1/4"x16 1/2" GLU-LAM 2400 PSI Ps = Pf x Cs = 13.44 x 1.0 = 13.44 PSF cory.byrd Ilieddesignoes.com SCALE:AS NOTED S6 OF S6 ENDWALL, OHD SECTIONS &SHEAR WALL DETAILS 5 1/4"x19 1/2" 1 GLU-LAM 2400 PSI Psmin = 20 PSF DATE: 5 JbIllREG.# SHEET NO. GI OFGl —i Ag 'Ba�Cf\ rOIFFICE.- CUTCHOGUE, NY JOB NO. 128-107073 N I- C \ ` \ O i_ i i V � N 01 - 0 7'-4 1/2" 7'-6" 7'-6" N 7'-6" N 7'-6" M 7'-6" 7'-6" U") 7-4 1/2" L0 ch 0._ co QN � M I I 1 A I I I I w SS co �-9�� '-9 �41 41 Z 04 18"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M 18 M \ Q� w r ^ Z o s o V 0 10 34'-10 1/2" — 18"M 18"M — 34'-10 1/2" C Z S6 00 bo 1 1 1 26'-10 1/2" 18"M 1 1 1 18"M 26'-10 1/2" U z B Z ss o O O oIL ' CV N <� u') e O ZFz S5 Q ( � �.. 0 14'-10 1/2" 18"M 18"M 14'-10 1/2" v = v ~ O o bo QAo o F— to �o 6'-10 1/2" — 18"M 18"M c 6'-10 1/2" v J <V Z i t l z O Q F- o J = o 10 18"M 24"M 24"M 0 24"M 24"M 24"M 24"M 24"M 18"M 10 ! 1 0'-0" v 0-0 f-V-010 o x I I I I I I I Z m 7'-4 1/2, 7'-6" 7'-6" 7-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" ^ O o: o � ��, 2 0 V) O� 0 Lu f� N CV W C14 �J Q N COLUMN PLAN w s z Q Z DRAWN BY." MLD DATE. 4/20/2021 CHECKED BY.' W LM RECEIVED DATE: 5/3/2021 Ap P p®V E QB i�/ REVISED DATE, ---- MAY 2 7 2021 COLUMN PLAN LEGEND rLANNING BOARD �________ REVISED DATE.• ---- Southold Town REVISED DATE.• ---- o - 3-2x6 LAMINATED COLUMN LOCATION TOWN OF SOUTHOLD Planning Board REVISED DA TE.- --- 171 - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, OUT SWING, LEFT HINGE PATE 13 WITH CLOSER, LOCKSET M - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET '' \\ p - (5) 4429 MB SLIDING WINDOWS0f NEy��, - (2) 12'-2"xl 2'-1"OVERHEAD DOORS ♦ 4j�Gp�� 14' e Tq P,pO'P.f- - SIDE AND END STEEL FASTENED WITH STAINLESS STEEL SCREWS sQ - 7/16" OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S6) 18"M - 18"DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE - PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL 98626 COLUMN. PLACE CONCRETE I UBELOW AOND ABVE OVE BOTTOM OF LOWER M OF PRECAST CCOLUMN ROUGH OPENING SCHEDULE RETEOA IO� IN ONE OPERATION. FESS � Cllt� 24"M - 24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE UNIT SYMBOL WIDTH HEIGHT PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE FROM LEGEND COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD 1� 37 3/4" 81" t ,� WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 02 37 3/4" 81" , 8, SCALE:AS NOTED COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 2 IN ONE OPERATION. 1Q 52 1/4" 33 5/8" SCALE: SHEET NO. 1 4' 16' S 1 OF S 6 OFFICE.' CUTCHOGUE, NY JOB NO. TO 128-107073 1 g�, R I I I I I I 60d R.S. NAIL n • o V C6 20 GA. GALVANIZED a. N BOTTOM CHORD o, PURLIN CONNECTOR 23 OF TRUSS r Lu 0o Z A 0/ z (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) S2 Q ... ......... ........ ................. ON EAVE SIDE IN HOLES SHOWN. °- (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS Oa O Oa — — — — — — B z S2 O 2x4 TRUSS TIE DETAIL ........ . ...... ... ........... .. ...... ..................... ...... .. .......... ..... . .. .......... SCALE: 1/2"= V-0" 0 Q 0 Ll i i — — — — — — . ............ .... ....... ... ... ........................... ............. .. ..... . .. ........................... .... . ..................... ................. .. .... ......... ...... ..... '•"�^' CL ........................ ............................ ... . . . ..... . ..... .. ........................... . ..... O O O O Z ..................... ............................ .... ... .. . . ................ ................... ...... ... .......... � o ........4...... . .......................... .... .... - - O O O o r lo,.** ry .......... .... ..... ............................ .. ........ . ............ . ... ...... . . . . . . ... .. ........ . .. .. O . Q Lu O � U - - O O O a 3 ....... ............ ........................ .. ........ ........ ...... .. _ .... . . . .. ....................... .. H O O O O O O O . . . . fm U X I I I I I I I Z m 7-4 1/2, 7-6" 7-6" 7-6" 7-5" 7'-6" 7-6" 7'-4 1/2" r ^ O V � O 1 � � c � Z ADDITIONAL 2x6 NAILER o 1 1 1 v=: w N N (7 � '^ O_ "r) C N 20d R.S. NAIL THROUGH TRUSS/BRACING PLAN W 8 STRAP INTO TIE 42' - 2xl0 (NO.1 SYP) J END RAFTER ASSEMBLY (3) 1 1/2" R.S. NAILS THROUGH STRAP Q� 2' LONG END BRACE STRAP (4) 2 1/4" R.W. NAILS RECEIVED z Q r-I- MAY 2 7 2021 1 . 1 • I � I 1 • 1 Southold Town Planning Board f RAWN BY.• MLD I I ATE.• 4/20/2021 2x4 TRUSS TIE CHECKED BY.• W LM 2x6 BEV. FASCIA (6) 4"STRUCTURAL SCREWS PER CONNECTION DATE: 5/3/2021 2 MEMBER END COLUMN EXTENSION OR REVISED DATE.• --- 2x4 TRUSS TIE TO END WALL DETAIL UPRIGHT ASSEMBLY FASTENED TO END REVISED DATE. ---- RAFTER ASSEMBLY AS SHOWN AND TO • EACH INTERSECTING WEB. FASTEN TO �REVISED EVISEDDATE.• ---- • HEADER AND FRAMING MEMBER WITH (2) DATE. ---- 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. 42' -2xl0 (NO.1 SYP) • END RAFTER ASSEMBLY New yo (7) 4"STRUCTURAL SCREWS DETAIL B SCALE- 1 1 2"= V-0" APPROVED BY n 3-2x6 CORNER COLUMN PLANNING BOARD 98626 TOWN OF SOUTMOLD F�A�aFES S10Na�'�. TRUSS/BRACING PLAN LEGEND DATE 120 � f 2l i -42' 1290 R.C.TRUSS 13 2 - 42' END RAFTER ASSEMBLY DETAIL A / \ a - 2x4 TRUSS TIES SCALE: 1 1/2"= I'-0" 2' g'd w SCALE.•AS NOTED a - 2x6 DIAGONAL END BRACES W/2x4 STIFFENER (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) SCALE: SHEET NO. V 4' '6' S 2 OF S 6 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY CENTER 2x4 (NO. 1 SYP) WEB JOB NO. STIFFENER ON TRUSS WEB 8• 1.) ADDITIONAL 5 PSF INCLUDED FOR FUTURE SOLAR PANEL INSTALLATION. SOLAR 128-107073 NAIL W/ 3-1/2" HDG R.S. GUN PANELS (BY OTHERS) SHALL NOT BE CONNECTED TO OR SUPPORTED BY ROOF STEEL NAILS OR 16d R.S. NAILS WITHIN OR ROOF PURLINS. 4" OF ENDS & 6"O.C., STAGGERED SECTION A-A SCALE: 1"= V-0" Q_ N 12 TRUSS SPACING 7'-6" O.C. LIVE LOAD 20 PSF ce Lu 4 DEAD LOAD 9 PSF (SEE NOTE #1) cc CEILING LOAD - PSF O 3 8- 3-0 TOTAL LOAD 29 PSF r-1/ Z O n a V z 1 1 1 1 LLl U z 41-9-0 z IL ;Z 42' R.C. 1290 (41 16) TRUSS l—u '`� Z SCALE: 3/8"= l'-0" sz "O � U ry Q Lo ,10 o 0 Z LLJ U Q F- J = O U � X HEADLOK .19"x6.0" FLATHEAD LAGSCREW O (ICC-ES REPORT ESR-1078) Z O 2x4 PURLIN CL C� 1) 1 1 1 N 1 g,, Lu u g n U-j � Q 20 GA. GALVANIZED Z TOP CHORD o PURLIN CONNECTOR OF TRUSS .o �\ o• .o o DRAWN BY.• MLD ® o DATE: 4/20/2021 (1) #9x1" HWH SCREW ON PEAK SIDE AND CHECKED BY: W LM (2) #9xl" HWH SCREWS ON EAVE SIDE OF DATE: 5/3/2021 PURLIN IN HOLES SHOWN (JOINT MUST BE REVISED DATE: --- TIGHT BEFORE FASTENING CLIPS) APPROVED BY RECEIVED REVISED DATE.• ---- 2x4 BUTTED PURLIN DETAIL PLANNING BOARD MAY 2 7 2021 REVISED DATE.• ---- (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) TOWN OF SOUTf'dOLD � _ld--row- — REVISED DATE., ---- Southo l`own SCALE: 1 1/2"= l'-C' Planning Board DATEM. * u - �g F 8626 ssio�P�' SCALE:AS NOTED SHEET NO. S3 OF S 6 OFFICE.- DESIGN AND EXPLANATORY NOTES rCUTCHOGUE, NY LJOB.NOL28_107073 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • o U C6 a_ N i L.1ai W m Oz Z Q/ w Z O 10'-0" ED ED CL TOP OF V WINDOWS TO Z GRADE (VERIFY) 1 1 1 l 1 1 4'-0" 8'-0" 15-0" 33'-0" U Z 0 0 0 0 O �f O -t N NCL ZD 1 U NO 0 Z ..:..::.:::::.. ..... NORTH ELEVATION rp0000 TL U 12 12 Q 4 T#16 GABLE TRIM 4 ( 1 •o Z w 2 Q � � O U � O HI-RIB STEEL SIDING T#21 CORNER TRIM O � ° T#167 BASE TRIM I,' Z 1 1 1 N 21'-0" 21'-0" 21'-0" 21'-0" C) Lu 0 N o 1 1 1 g N ^' CN �J WEST ELEVATION EAST ELEVATION —, Z Q �r• APPROVED BY PLANNING COARD DRAWN BY.• MLD T#5 RIDGECA � TOWN OF SOUTHOLD DATE.' 4/20/2021 CHECKED BY.* W LM DATE DATE.• 5/3/2021 5"O.G. GUTTERS �� bJ� _ REVISED DA TE' ---- � REVISED DA TE.'rRE ---- C E IVE D REVISED DA TE.• ---- � MAY 2 7 2021 REVISED DATE.• ---- HI RIB STEEL SIDING S L- outhold Town - 10'-0" Planning Board ��C of NEW TOP OF T#21 CORNER TRIM WINDOWS TO C, O GRADE b (VERIFY) T#167 BASE TRIM `�`` d , Lv r cC'*` F 9862 19'-0" 1 7-6" 1 7-0" 1 22'-6" 4'-0" ?FESSIO�P� 0 �o N (7 LO _ 0SOUTH 2 8 SCALE:AS NOTED ELEVATION SCALE: 1' 4' 16' SHEET NO. S4 OF S6 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-107073 PRECAST CONCRETE CONDITIONS MAY REQUIRE MODIFICATIONS. LOWER COLUMN COLUMN INSTALLATION 2•) CONCRETE FLOOR NOTES: ® TRUSS IN COLUMN a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o 3/4"ADJUSTMENT ROD SADDLE 1. INSTALL PRECAST CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM LAMINATED COLUMN WITH A PLAT ;} COLUMN W/ADJUSTMENT ROD & DISTANCE OF 10' PLUS OVERHANG WIDTH. UNDISTURBED SOIL BASE PLATE IN THE AUGERED c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3.HOLE. a— UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING TRUSS SADDLE ISOMETRIC 2. PLUME PRECAST CONCRETE MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL r — COLUMN IN BOTH DIRECTIONS BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. cc .:• d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS. CD3. ADJUST HEIGHT UP OR DOWN Z WITH ADJUSTMENT HEX ROD ri-lo Z UNPAINTED GALVALUME HI-RIB STEEL 3.) PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF f 2x4 PURLINS @ 24"O.C. 4. POUR READI-MIX CONCRETE INTO LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V m (NO. 2 SPF) THE HOLE AS SPECIFIED. LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND ' TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 7v 5 BACK::ILL AND COMPACT LOWER COLUMN ANNULAR SPACE HE Z COLUMN TO GRADE WITH SOIL 4•) DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING 2x6 BEV. PURLIN ISOMETRIC AUGERED FROM THE SITE. WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 r 1 5"O.G. GUTTERS o INSTRUCTIONS. V 42' 1290 R.C.TRUSS z O } , o ry c 0 0 , o = U (2) 1/2"x5 1/2"M. BOLTS & (8) 4"STRUCTURAL SCREWS Q in in 0 J Z L. U Z FLUOROFLEXTM 1000 HI-RIB STEEL Q Q J = O U � X GRADE TO HEEL rZ O V ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) 3-2x6 LAMINATED COLUMN HEADER FASTENING SCHEDULE 1 1 1 2-2x6 UPRIGHTS HEADER UPRIGHTS JAMB Q 2x2 VERTICAL BLOCKING MEMBER COLUMN Lu AT COLUMN LOCATION EA. 2xl0 4 4 Q vi 2x6 NAILER 1 1 1 8 2x6 BLOCK (2) 2x10 HEADERS NOTES: 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS -� (NO. 1 SYP) REQUIRED PER CONNECTION. T#124 2. PRE-DRILL HEADERS AS REQUIRED Z .� T#167 BASE TRIM TO PREVENT SPLITTING. T#129 3. IF NUMBER OF SCREWS REQUIRED FOR YELLOW LOWW 1 x 2 1/2" POWER LAG WASHER HEAD 2x2 BLOCK O.H.D. ♦ HEADER TO JAMB COLUMN CONNECTION YEL ZINC SCREWS T#151 ALUMASEAL IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED T#154 T#152 IN HEADER SUPPORT BLOCKING. 5"CONCRETE FLOOR ♦ DRAWN BY.' MLD 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) 12'-3 — DATE: 4/20/2021 3-2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM RECEIVED CHECKED BY. WLM OF 2x6 BLOCK _ _ _ ---FINISH GRADE 2x6 TRACK BLOCK (BEYOND; MAY 2 7 2021 DATE., 5/3/2021 BOTTOM 2' TREATED) ! REVISED DATE.• -- 4"MINIMUM COMPACTED GRANULAR BASE ♦ -- OR IN SITU GRANULAR SOIL O H D HEADER SECTION B Southog 7-ow" a � REVISED DATE.•Planning 360M & 370M BRACKETS FASTENED TO MFS REVISED DATE.• ---- 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH SCALE: 1"= V-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & REVISED DA TE.• ---- 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN APPROVED �� :. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). L BOTTOM COLUMN �F NE;{�y AROUND EXPOSER EEBAR CAGE AND 3/4'x14" �'tE•� B PLANNING BOARD 24"O THREADED ROD WITH AN ADDITIONAL MINIMUM 1" TOWN OF SOUTNOLO ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF "y LOWER COLUMN IN ONE OPERATION. DATE 98626 SIDEWALL SECTION A �c c� - ��FEssl SCALE: 1/2"= V-0" SCALE.-AS NOTE SHEET NO. S5 OF S6 OFFICE.' CUTCHOGUE, NY JOB NO. 128-107073 • o • 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d c� Q_ c UNPAINTED GALVALUME HI-RIB STEEL GUN NAILS. NAILED 3"O.C. NO O GABLE PURLIN FLASHING42x4FLAT 2x4 PURLINS a T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS W m OIFFENER � (1) 4"STRUCTURAL SCREW THROUGH STRAP Z ON DIAG. i & INTO BRACE Lu Z BRACE FASTENED W/ 1 Od GUN NAILS 2' END BRACE STRAP W/ PRE-PUNCHED LAMINATED COLUMN C O @ 12" O.C. ��i HOLES (BEND TO FIT) FASTENED W/ v a (3) 0.140 x 1 1/2" R.S. NAILS � � 7 42' - 2x10 (NO.1 SYP) �� ' 2x6 DIAGONAL BRACING FASTENED Z END RAFTER ASSEMBLY i TO COLUMN W/(4) 16d R.S. NAILS 2x4 NAILERS Q/ 2-2x6 E.C.E. 42' 1290 R.C. TRUSS 7/16"OSB 1 1 1 — 2x4 TRUSS TIE — — — — — — — — LAMINATED COLUMN ( 1 1 1 1 — — — — — — — — — — — — — — v - - - - - - - - - - - - - - - - - - - - - - - - - - OSB SHEARWALL DETAIL z SCALE: 1/2"= 1'-0" 1 ,1 1to >:` 2x6 ADDITIONAL NAILER O Z � U LOWER CHORD OF END RAFTER ASSEMBLY TOP CHORD OF END RAFTER ASSEMBLY �- 100 SO U - - - - - - - - - -' z w Z :I �• o Q J = o 7/16"OSB I I• U - - - - - - - - - - - - - - - - - -�' � o 2x6 VERTICAL BLOCKS @ ' COLUMN BETWEEN NAILERS I I. 2x4 NAILERS Q 0 —'- - - _'_ - _ _'_ _ _ _'_ - _ _ —I z o PERIMETER OF OSB SHEETS •I- - - - - - - - - - - - - - - - - -I• W s NAILED N1-3/4" RING SHANK —'_ - - _'_ - _ _'_ - _ Vn COIL GUN NAILS SPACED 6"O.C. I I' � w CL - - - - - - - - - - - - - - - - - -i' 0 . W 8 :�- - - - - - - - - - - - - - - - - -I: EXTRA NAILERS ADDED _J BETWEEN STD. NAILERS J OSB NAILED TO INTERMEDIATE (MAX. SPACE TO BE 24") �. SUPPORTS W/1-3/4" RING SHANK I- - - - - - - - - - - - - - - - - -I Z COIL GUN NAILS SPACED 6"O.C. — — — — — — — — — — — — — — — — —I i• - - - - - - - - - - - - - - - - -I. I (' DRAWN BY.' MLD LAMINATED COLUMN :i is DATE: 4/20/2021 8 I- - —I CHECKED B Y.• W LM FINISH GRADE DATE. 5/3/2021 I' RECEIVED REVISED DA TE.' ---- - - - - - - - - - - - - - - - - - -I F_--- - .-I REVISED DAT MAY 2 7 2021 E.• ---- 4'-0" I I• L _ REVISED DATE. ---- I— _ _ — _ — _ — _ - - _ — _ I Scutr��ld ic�jr, REVISED DATE.• - aa — — — — Pia(lrlli-,ig Board 2x8TREATEDBASEBOARD I- - - - - - - - - - - - - - - - - -I .I I. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). I I APPROVED Q I— — — — — — — — — — — — — — — — — —I. 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN . . . . . . , , , , THREADED ROD REBAR CAGE AND 3/4"xl4" PLAN ,�� COt�R� 18"O OD WITH AN ADDITIONAL MINIMUM 1" C, p ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. TOWN �F SOUT��CD PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ( � `''' SATE ENDWALL SECTION C 7/16" OSB SHEARWALL ELEV TION °�° ss` SCALE: 1/2"= 1'-0" �c� �J s SCALE: 1/2"= l'-0" � SCALE.'AS' NOTED SHEET NO. S6 OF S6 SITE PLAN FOR MURTHA AG BARN P/O LOT 5 SUBDIVISION PLAN F. % ;�" MILL CREEK PRESERVE FILE No. 11216 FILED JANUARY 28, 2005 SITUATE AR S HAM O MA Q U E TOWN OF SOUTHOLD !; SUFFOLK COUNTY, NEW YORK IIIS.C. TAX No. 1000--56-01 -- 1 1 . 15 R '� SCALE 1 "=60' i '�- --- - MARCH 25, 2020 - _ ! t AY 0 C 2021 APRIL 30, 2021 ADD ADDITIONAL NOTES RE ' LONG CREEK DRIVE ULhOie LOT ( �li il . ;, g E3oard N 58•D4'13" < •s° L__P'luar -=_-- _..— AREA = 895,488 sq. ft. 4.37 Sg•0, 8 a C. �•r r r ,� \\ ioT Qz W;' NOTES: y x°° ` \\ \\ �1 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 88s° '' - ___ w , EXISTING ELEVATIONS ARE SHOWN THUS:�r EXISTING CONTOUR 0 9 `'-``_`'-y--__�_��-�_-_<<_________'_--•.____ \`�`\� \ PROPOSED CONTOUR ILINES ARE SHOWN THUSNES ARE SHOWN x-----------xx N 7S•25' 1�- `\\ `.� 1 1 \,/ j F.FL- FIRST FLOOR S3 � G•FL- GARAGE FLOOR 2. MAP FROM OFFICE RECORDS 217,43' "Y'7$•2 Jr'";,' __ -_T__,_ So, $3 ,r!R1C117' OP I DRAINAGE SYSTEM CALCULATIONS: - ` Y� i ROOF AREA: 2,520 sq. ft. 2,520 sq. ft. X 0.17 = 429 cu. ft. 26$ 429 cu. ft. / 68.4 = 6.3 vertical ft. of 8' dia. leaching pool required .66 r ' PROVIDE (3) 10 dia. X 3 high STORM DRAIN POOLS LOT is M r v` �` �°� TEST HOLE DATA �! o LOT @ (TEST HOLE B-3 AS SHOWN ON SUBDIVISION MAP) �,' '\a /,9 ; '•-'~~ - - Zr-'' N 7e'2$' 1, C*1 M EL. 7' 0' • ---- / 3,$s 3 E DARK BROWN SILTY LOAM OL N 63004'13" E �' :' ;� ;' s _ 300.00' f / / �,'— �3 ♦`♦\ BROWN LOAMY SILT ML 1� 1 �r 48 3 2 0 i 3' I i PWOSED 4' HI9fI LIVESTOCK FENCE Z PALE BROWN FINE TO COURSE SAND SW I -- DOO \�� EL. 2.3' 4.7' Ln to 1 ! 1 1 I 1 r ! 1 r I t I 1 IN V 1\++ \� \`\ IL PALE/ PALE RBROWN FINE TO COURSE SAND SW AILr / IL / 3 t \ \ \ O 1 \\ \\ \+ ALI � Q) I `♦ \ ltI O AL I N 1 p O O m / Gj 'y o \\`� +`\ i li \\\ R y\cy / a3 'q P/0 LOT O5 Zn \`♦♦ \`�\ \`�\ \♦ \♦ \ �� / `�� `y �CF / C AL O THE UNDERSIGNED,PURSUANT TO SOU ItiOLD TOVt'N COYD11r ff F t't'!-?V _ ♦` \` �\`�� \\ 1 I \ M131(1),ACKNONVLEDGESTHATTFiT'CONDTTIONSOF THE SITE PLAN + ` `� ♦ \ `� j I O `\ APPROVAL 5 FORTH IN THE RESOLUTION O:r APPROVAL DATED �"�`\ `\ \\` ``` `\\ ♦♦` `\\ I I O \� ,./,LQ/20' AP,E ACCEPTED(SEE CONDTTTONS ON RESOLUTION). En \ \ I PLEA.r I' T 41E L-L1&AA► •', ` \` \\ �♦ \ PASTURE � / �_--"/ \\` t ...� 1.LZIhI �`\� \`� ``� `\ `\\ `\` ♦ ��__--J 1 `� A 1•HORI D S .NAT RE TrFLE DATE APPROVED BY 15 ``\ \`\ \\ \`� �`\\ `� / �`� TON'!!OF SOLTH• LD PLANATVG BOARD \ \ \ \ \ \ 1 I AL N -+ CHAI4:Y'ERSfIN 5 GtiATt RE DATE Lj + 1 0 NOTE:The t-""4 site devrte*melt R.".sn shaill be Yrre for a{eried ei t3atm(1t) f O"the late K OPP"al as Per aM!t s!-eta'S 2C3.132A• \ •$ Q \ o z Z \` \\\\ ♦\``\ `\\\\ \\\\ \\\`� \♦`\ \\\ \ PROPOSED WATER THROUGH PROPOSED LINE L,ENE [] `\ \\ `\ \ `\` `\ PROPOSED 4' HIGH LIVESTOCK FENCE WITH HYDRANT` _---_ _ 7 ------\\ AT DEPTH OF 4.5 -------------7 M rn b '� `\ \ \\ \` ``� `` i 1 W to C) con \\ `� ` \ \� i PROPOSED. AY:. .,• - --8 a"� d b ---------/ \ 1 \ \\ \ —_�__— ,i r ,f 114 QR\VE`N TEST HOLE B3 N O /ram \\ i \\ \\ \\ 1 1 :;9T GR - 2„ FROM SUBDIVISION MAP v 0 m ti / 1 t `\ P/0 LOT � \+ `\ 1 \� � :.��. . • ♦/ ,. :�' � 5 s '"3 �`\ \\ `\ \ 8\ '��•' PRPARK�G ., S 5 5g-------- 9 w rn \\ `\ NOTE; .GRA\U ' •'�' --3 ----- 0 0 / `/•. �./ . W_ `\ \ \ BARN SHALL BE USED FOR AGRICULTURAL •a<e y ',,. 'j,..;. y r / ---- 1 \ ` EQUIPMENT (SUCH AS A TRACTOR AND MOWER) • ' ./ kq to U) p❑ ! / �� / \ `.�_ AND FOR FEED AND HAY STORAGE. THERE WILL Bc`\ %'' ° 1 / ` __NO ELECTRIC SERVICE TO THE BARN AT THIS TIME \ 9 �` ........ _ \ :6Q.:....V•::::•::•. 20-0 _.1 G�Lp r no N \� � \I , ` '��• '.: °p4t(}PO pp SING. +� F c \ i I t / i r.' \ ED (3) ..GW*V t P 1/ �p'\D1AOXtNLiS ! ;''•'',w•: CEcF ��Q�G � i i I i i /,----_�` ; � �' �`\ 11 ,� HIGH UVE.S�•OC �r Os Os ch P 0 LOT 5 65 co m ; I' \\ \\\ +; PASTURE ` N x 1 t +\ \\ `\\ `\\ \\ ; 1 I `♦♦ 00 \ \ \ `\ o m/ ; \I ; +\ i \ ----------------' 15 13------- OT 1 \ r L / ► � ter' r \ Fol I / , \ 1 ! 1 + \ S �r • w L0T --------------- fLS SN(39 ci E F��v OF g91 1 �8. o Oki, E\�. x 0 rn M \ 1 Ln \ \ \ 1 r `—r ,�\\ O `\`\ `\\\ `\\\ `\\ ; /mot 1 237.83' • \ •o ' �s°' •w PROPOSED i4' HIGHr LIVESTOCK FENCE I- V E N U E POND o 25.15' 1 $ ,5-,i S i 63-04'13" W \\'�,� `\`. \��`. \'' 'o 557.20' , I i P/0 LOT N/0/F n i �CO TOWN OF SOUT N A (PARK & RECREATION AREA) I y 0 11 y PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED C) BY THE L.I.A.LS. AND APPROVED AND ADOPTED �1!3 FOR SUCH USE BY THE NEW YORK STATE LAND R 2 TITLE ASSOCIATION. I ' N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land tsmuerveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUnON. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT of WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. Michaelis,Jessica From: murthawoman@verizon.net RE L I V E D Sent: Tuesday,June 14, 2022 9:16 AM To: Michaelis,Jessica JUN 14 2022 Subject: Re: Murtha Ag Barn �—�To Sout of Town Planning Board I am writing at your behest to request final inspection for our barn at 2662 Long Creek Drive, Southold SCTM# 1000-56-1- 11.5. Thank you for your assistance, Robin Murtha -----Original Message----- From: Michaelis, Jessica<jessica.michaelis@town.southold.ny.us> To: murthawoman@verizon.net<murthawoman@verizon.net> Sent: Tue, Jun 14, 2022 8:54 am Subject: Murtha Ag Barn Please reply with your request for final site inspection for the site plan application for Murtha Ag Barn SCTM#1000-56-1-11.15 Thank you, Jessica Michaelis, Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email: JessicaMnsoutholdtownny.gov 1 Southold Town Planning Board Work Session - July 11, 2022 - Page 2 .............. .................................... ...................................................................................................................................*K............... ........................................ Project Name: Murtha Agricultural Barn SCTM#: 1000-56-1-11.15 . ................. Name_ ...... ....... _._..._............_._..--- Location ... : 2668 Long Creek Drive, Southold .............. ........... ...................................-..................................................................... ....... ............... .............. .......................................................................................................... ---------------------.. ...................................... . ...._....._......._......................._._.......-I Description: 1 This site plan application is for the proposed construction of a 42' x 60 agricultural storage building for equipment related to raising livestock and. pasture management, on 20.6 acres in the AC Zoning District. Status: ... Approved ...................... .................................... ............................................................................................................................................................................................................................................................................................ Action: Review for CO .......... ........................................... ...........................- ................... ---------.................... Attachments: Staff Report ........ ......i ____.__.._.................................................... ..................... ................. ................................................................................................................................................. -------------------------------------- ................................................. Proiect Name: Bank of America Exterior Lightin Upgrade 1 SCTM#:I 1000-61-3-7 ............... ..........................................................................................................................................................................................................................................g. ............... ................................................................. Location: 53300 NYS Route 25, Southold ------------- ............................................................................................ ............................... Description: This site plan is for the addition of a drive-up ATM and exterior lighting at ! an existin q bank site. ............................................................... ................................................................................................................................................................................................................................................................................................................................................................. Status: Pending .................. ............ Action: . ; Update....._ ...................... .......... ......I . . . . . . . . . . . . . . . . Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Final Site Inspection Date July 11, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Murtha Agricultural Building Applicant: Gerald and Robin Murtha Date of Approval: August 8, 2021 Tax Map Number: 56.-1-11.17 Project Location: 2668 Long Creek Drive Hamlet: Southold Zoning District: R-80 II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ± 45.5 acres Building Size 2,520 sq. ft. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 45.5 acre farm with development rights held by Suffolk County on 44.3 acres in the R-80 Zoning District, Southold. A. Approved: a. 60' x 42' (2,520sf)Morton building @ 14'9" high (to the eave) and 22' 6" high (to the peak) • Wood frame, painted steel siding, pier footings and concrete slab floor. Staff: constructed as approved, different location • As per the SC Farmland Committee approval conditions, 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. Staff: constructed as approved • Three drywells for roof runoff(10' x 3' deep) Staff: not constructed (see conditions below) • Proposed water hydrant and trough Staff: not constructed. Potential for future construction but no immediate plans • Livestock Fencing at 4' high Staff: constructed as approved 1 • 35' long driveway @ 24' wide (840sf) proposed to connect to a 16,000 sq. ft. gravel area to surround the barn. Staff: constructed as approved Planning Board approval granted August 8, 2021; "Murtha Ag Barn" prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020 and last revised April 30, 2021 and authorizes the Chairman to endorse the Site Plan. Conditions of approval (ongoing) 1. All Suffolk County Farmland Committee requirements shall be met as issued October 12, 2017 for Committee Resolution Number FC-33-2017; 2. This site plan was reviewed and approved with no exterior lights. Any future exterior lighting must be approved by the Planning Board by letter prior to installation. 3. Fences a. Fencing as shown on the site plan may be relocated as needed; and, additional fencing may be installed without the need to amend the Planning Board site plan approval. b. As permitted by the Suffolk County Farmland Committee. c. Prior to installing fencing closer than 100' to the wetlands, a permit or letter of non-jurisdiction from the NYS DEC and Southold Town Trustees shall be obtained. d. A buffer* shall be provided between the fences and the wetland. boundaries. *Consult the NYS DEC or the local Natural Resources Conservation Service Center for advice on buffer size and composition. 4. Drainage requirements for this small barn and gravel area have been waived. All stormwater runoff must be prevented from entering wetlands and contained within the property. 5. The agricultural barn building location may be changed to any location on the property within required setbacks without any amendment to this site plan approval and without - further consultation with the Planning Board. 6. Provide an as-built survey to this department upon completion of the barn construction. Staff: not provided as required V: Item to consider: Support the issuance of a Certificate of Occupancy for the agricultural barn while the as-built survey is being finalized. All ongoing conditions detailed in the resolution and on the site plan remain in full effect. 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��ZF SU(/T P.O. Box 1179 54375 State Route 25 O /y0l Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 10, 2021 William Kelly 22355 Cox Lane Unit#4 Cutchogue, NY 11935 Re: Approval — Site Plan for Murtha Farm Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Zoning District: A — C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 9, 2021: WHEREAS, this site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District; and WHEREAS, on September 23, 2020, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and WHEREAS, on November 18, 2020, William Kelly, authorized agent, submitted additional materials for Site Plan Application review; and WHEREAS, on December 7, 2020, the Planning Bound determined the application as incomplete for review; and WHEREAS, on May 3, 2021, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and WHEREAS, on May 6, 2021, William Kelly, authorized agent, submitted the Site Plan application fee and revised site plans for Site Plan Application review; and WHEREAS, on May 27, 2021, William Kelly, authorized agent, submitted the building elevations for Site Plan Application review; and Murtha Farm Ag Building Page 2 August 10, 2021 WHEREAS, at their work session on June 7, 2021, the Southold Town Planning Board accepted the site plan application for review, and WHEREAS, on June 7, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on June 7, 2021, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this application which involves uses strictly related to agriculture; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff reports on June 7, 2021 and July 26, 2021, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on June 24, 2021, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 24, 2021, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on July 1, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on July 8, 2021, the Southold Town Engineer reviewed the proposed application and determined that the certain revisions were required in order for the application to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 15, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies with certain recommendations issued; and WHEREAS, on July 19, 2021, the Southold Fire District determined that there was adequate fire protection and access for the proposed action; and WHEREAS, on July 26, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, on July 27, 2021, the Agricultural Advisory Committee provided comments supporting the proposed project for approval; and Murtha Farm Aq Building Page 3 August 10, 2021 WHEREAS, on July 27, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage Building as a permitted use in the A-C Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for a public hearing and certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with conditions, listed below, to the site plan entitled "Murtha Ag Barn" prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020 and last revised April 30, 2021 and authorizes the Chairman to endorse the Site Plan. Conditions 1. All Suffolk County Farmland Committee requirements shall be met as issued October 12, 2017 for Committee Resolution Number FC-33-2017; 2. This site plan was reviewed and approved with no exterior lights. Any future exterior lighting must be approved by the Planning Board by letter prior to installation. 3. Fences a. Fencing as shown on the site plan may be relocated as needed; and, additional fencing may be installed without the need to amend the Planning Board site plan approval. b. As permitted by the Suffolk County Farmland Committee. c. Prior to installing fencing closer than 100' to the wetlands, a permit or letter of non jurisdiction from the NYS DEC and Southold Town Trustees shall be obtained. d. A buffer* shall be provided between the fences and the wetland boundaries. *Consult the NYS DEC or the local Natural Resources Conservation Service Center for advice on buffer size and composition. 4. Drainage requirements for this small barn and gravel area have been waived. All stormwater runoff must be prevented from entering wetlands and contained within the property. Murtha Farm Ag Building Page 4 August 10, 2021 5. The agricultural barn building location may be changed to any location on the property within required setbacks without any amendment to this site plan approval and without further consultation with the Planning Board. 6. Provide an as-built survey to this department upon completion of the barn construction. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. eRe,spectfpII Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map Murtha Farm Ag Building Page 5 August 10, 2021 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: VJL�-1 , Applicant Signature: Date: OFFICE: DESIGN AND EXPLANATORY NOTES cCUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-107073 COLUMNS NAILED 8" O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS APRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. •10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE ! 1 o 0 MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE • SO RESIST BOTH AXIAL AND BENDING FORCES. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . r. c� FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 0— w NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. CD CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED Z O WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). CL TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 7� OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. Z 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. 1 1 1 U Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED O Z � w AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE o AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT V I O � U STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 01 V) ..:.:. Q � Lo � SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME �— U) STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON U NO EXTERIOR. Z W 2 fTT— O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. A U Q/ o GUTTERS -5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON XO BOTH SIDES OF THE BUILDING. Z m 2x4 F1 F1 MFS 09/20 ' ^ d v LjLj 2 N Oc w CL H L u S J _J � Q EARTHQUAKE DESIGN DATA TABLE Z 0.2 SEC SPECTRAL RESPONSE 179 g ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE 05 g DRAWN BY.• MLD ACCELERATION (Si) DATE: 4/20/2021 SEISMIC DESIGN CATEGORY B CHECKED BY. WLM RISK CATEGORY (TABLE 1604.5) I SITE CLASS D BUILDING DESIGN CRITERIA DATE: 5/3/2021 LIGHT FRAMED WALLS SHEATHED REVISED DATE: ---- BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U REVISED DATE: --- SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB STEEL SHEETS REVISED DATE. ---- RESPONSE MODIFICATION FACTOR (R) 7 2x4 NO. 2 SPF 1313 PSI RISK CATEGORY I RECEIVED SIMPLIFIED ANALYTICAL 2x4 NO. 1 SYP 1500 PSI REVISED DATE.• ---- BUILDING AREA 2520 SQ. FT.ANALYSIS PROCEDURE PROCEDURE 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF MAY 2 7 2021 SEISMIC DESIGN BASE SHEAR 800 LBS 2x6 NO. 2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF 2x6 NO. 1 SYP 1350 PSI Southold Town � WIND SPEED (VULT) 130 MPH Planning Board Of N'EP/ P'` r0 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH By 'P 2X6 2400 MSR SYP 2400 PSI SHEET INDEX 2x8 NO. 1 SYP 1250 PSI MAXIMUM DESIGN ELEVATION 1000 FT. h� 2x8 2400 MSR SYP 2400 PSI SHEET # DESCRIPTION *ROOF SNOW LOAD CALCULATIONS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS W 2x10 NO. 1 SYP 1050 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT n 4r G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x10 2400 MSR SYP 2400 PSI Pf = 0.7 x Ce x I x Pg x Ct SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED { S1 OF S6 COLUMN PLAN 2xl2 NO. 1 SYP 1000 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 PROF NA INEER. - 98626 tvt' S2 OF S6 TRUSS/BRACING PLAN 2x12 2250f MSR SYP 2250 PSI Pg = GROUND SNOW L 0 FE$S� LOAD = 20 PSF pRQ S3 OF S6 TRUSS DRAWING & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Ct =THERMAL FACTOR = 1.2 S4 OF S6 ELEVATIONS 3 1/2"x15" GLU-LAM j 1650 PSI Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2 = 13.44 PSF S5 OF S6 SIDEWALL SECTION & DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 1.0 CORY AEL RD, P.E. SCALE:AS NOTED Ps = Pf x Cs = 13.44 x 1.0 = 13.44 PSF cory.byrd Iheddesignoes.com S6 OF S6 ENDWALL, OHD SECTIONS & SHEAR WALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI Psmin = 20 PSF DATE: S 2 REG.# SHEET NO. L_ Gl OF Gl OFFICE.• CUTCHOGUE, NY JOB NO. 1 28-1 07073 N N N N O • O ;q N Q. N N c , 0 7'-4 1/2" 7'-6' 7'-6" N 7'-6" N 7'-C 7'-6" 7'-6" �' 7'-4 1/2" ch co N o• , I I I A I 8 SLU 5 '-9 I I '-9 � D41 41 Z A ZL 18"M - � Z 04 18"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M ! ^ o O o V V 34'-10 1/2" — 18"M 18"M — 34'-10 1/2" Z C S6 0 bo bo w 6'-10 1/2" 18"M 1 1 1 2 18"M 26'-10 1/2" U z B Z 0 :.:f 1 1 S5 '... Q ry 14'-10 1/2" 18"M 18"M 14'-10 1/2" Oz � v M O � .. 0 0 co 0o < 10 Z �o 6'-10 1/2" — 18"M 18"M c 6-10 1/2" Z W =' 04 s (N Q F— o 0 o J = ix O :0 18"M 24"M 24"M 24"M 0 24"M 24"M 24"M 24"M 18"M 10 1 0'-0" v 01-01, Q/ o I I I I i I I Z 7'-4 1/2" 7'-6" 7-6- 7'-6" 7-6" 7-6" 7'-6" 7'-4 1/2" O CD CL: �� O o Z 1 1 1 V) COLUMN PLAN w s I Z .� DRAWN BY.• MLD DATE.- 4/20/2021 CHECKED BY' WLM RECEIVED DATE.' 5/3/2021 MAY 2 7 2021 REVISED DATE. ---- REVISED DA TE.' ---- COLUMN PLAN LEGEND - _ REVISED DATE.• ---- Southold Town Planning Board ❑ - 3-2x6 LAMINATED COLUMN LOCATION REVISED DATE.• --- ❑ -- 3068 MB910 PLAIN FLAT LEAF WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET F2-1 - 3068 MB910 PLAIN FLAT LEAF WALKDOOR, OUT SWING, RIGHT HINGE _ WITH CLOSER, LOCKSET p - (5) 4429 MB SLIDING WINDOWS U. - (2) 12'-2"xl 2'-1"OVERHEAD DOORS ♦ Lj�`pR� - SIDE AND END STEEL FASTENED WITH STAINLESS STEEL SCREWS sQ - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S6) ' 18"M - 18"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE - _ PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED RODWITH AN CRETE 98626 COLUMN. PDLACEE CONCRETE DITIONAL I U BELOW AOND ABOVE BOTTOM OF LOWVE BOTTOM OF PRECAST S COLUMN ROUGH OPENING SCHEDULE IN ONE OPERATION. SSlO��P�' 24"M - 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE UNIT SYMBOL WIDTH HEIGHT VIt� PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE FROM LEGEND COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD 01 37 3/4" 81" WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 02 37 3/4" 81" SCALE.AS NOTED COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 2' 8' IN ONE OPERATION. Q 52 1/4" 33 5/8" SCALE: SHEET NO. 1' 4' 16' S 1 OF S 6 A (OFFICE.- CUTCHOGUE, NY JOB NO. T� 128-107073 1 g�� R I I I1 I I 60d R.S. NAIL II o so 20 GA. GALVANIZED a. N BOTTOM CHORD o• \ PURLIN CONNECTOR 8 OF TRUSS Lu �� o• ea w m o °o Tr" (D 0 o Z c A f-10000, Z (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) S2 Q .. . .. . ... .. .... .................. . . .... .................. ........ O ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) — — <3> O ........ ................. .. . .. ..... ......................... .... ................ ..... .. ....................... ... ................. . B z S2 O 2x4TRUSS TIE DETAIL ................. ... .................. . ........ ................ ... . .... ...... ......... . . ............ ... ...... .. ........ . ............. r'l-loo SCALE: 1/2"= V-0" - - 0 O � u — — — ............ .. ...... .... ....3. ........... .............. .. .......... ............................ . ....... ..... ... ........ ......................... .. ' � V z ... ............. . .. .. . .. ............................ .................... . .. . ....................... . .............. OL .................... .... .. ........... ...... ........................ .... .. .. . ....... .. .. ........ . ................ ........ ...... .... .. . .... . .. .. .... ..... . ........ . Z W c o 0 .......... ........................... ......... . . ......... . ..... .......... ...... - - O O - - � o ................ ... .. ... ... . .... .. ........... . .................. .. ...... ... .............. O O Q 10 — .. . . ..... ........................ o ►-............ . .. .......... . .. O O O O O o U I I I I I I I Z 7-4 1/2' 7'-6" 7-6" 7'-6" 7-6' 7-6" 7-6" 7-4 1/2" f ^ O q04 04 04 04 _� � u ADDITIONAL 2x6 NAILER o o v o v o v _ I �n CV t\ 7 CV 0s, r W ;t N co LoLo d N 20d R.S. NAIL THROUGH TRUSS/BRACING PLAN W 8 STRAP INTO TIE 42' -2x10 (NO. SYP) _J END RAFTER ASSEMBLY (3) 1 1/2" R.S. NAILS THROUGH STRAP �� 2' LONG END BRACE STRAP RECEIVED Z Q I j i (4) 2 1/4" R.W. NAILS MAY 2 7 2021 1 . 1 . 1 I 1 . 1 - - ---- Southold To— wn 0 1 . 1 Planning Board DRAWN BY.• MILD 1 I DATE.- 4/20/2021 2x4 TRUSS TIE CHECKED BY.• WLM 2x6 BEV. FASCIA (6) 4"STRUCTURAL SCREWS PER CONNECTION DATE: 5/3/2021 2 MEMBER END COLUMN EXTENSION OR REVISED DATE.' ---- 2x4 TRUSS TIE TO ENDWALL DETAIL UPRIGHT ASSEMBLY FASTENED TO END REVISED DATE.- ---- RAFTER ASSEMBLY AS SHOWN AND TO • EACH INTERSECTING WEB. FASTEN TO REVISED DATE.• ---- • HEADER AND FRAMING MEMBER WITH (2) REVISEDDATE.• ---- 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. 42' -2x10 (NO.I SYP) _ END RAFTER ASSEMBLY NE;w yo (7) 4"STRUCTURAL SCREWS DETAIL B SCALE: 1 1/2"= 1'-0" 3-2x6 CORNER COLUMN x; o9E626 TRUSS/BRACING PLAN LEGEND FEssio i - 42' 1290 R.C.TRUSS 2 - 42' END RAFTER ASSEMBLY DETAIL A s - 2x4 TRUSS TIES SCALE: 1 1/2" = 1'-0" 2. 8' SCALE:AS NOTED a - 2x6 DIAGONAL END BRACES W/2x4 STIFFENER SCALE: SHEET NO. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 1' 4' 16' S2 OF S6 w OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. CENTER 2x4 (NO. 1 SYP) WEB 128-107073 STIFFENER ON TRUSS WEB & 1.) ADDITIONAL 5 PSF INCLUDED FOR FUTURE SOLAR PANEL INSTALLATION. SOLAR NAIL W/ 3-1/2" HDG R.S. GUN PANELS (BY OTHERS) SHALL NOT BE CONNECTED TO OR SUPPORTED BY ROOF STEEL NAILS OR 16d R.S. NAILS WITHIN OR ROOF PURL►NS. 4" OF ENDS & 6"O.C., STAGGERED Lo SECTION A-A SCALE: 1" = 1'-0" a_ N TRUSS SPACING 7'-6" O.C. 12 LIVE LOAD 20 PSF �_ 4 co DEAD LOAD 9 PSF (SEE NOTE #1) � m CEILING LOAD - PSF O Z 8- 3-0 TOTAL LOAD 29 PSF 0/ Z O 0- 11171-000 z 1 W W U Z 41-9-0 z CL 42' R.C. 1290 (41 16) TRUSS " Z SCALE: 3/8"= V-0" 10!� p " _ U O0 Q 41 � Lo o 140 J Z l 1 1 Z o oe O U � X HEADLOK .19"x6.0" FLATHEAD LAG SCREW 7 m (ICC-ES REPORT ESR-1078) Z 0 2x4 PURLIN Z 1� 1 1 1 = Q � 1 1 1 8 � J zQ 20 GA. GALVANIZED z TOP CHORD o PURLIN CONNECTOR OF TRUSS .m �\ o• am o DRAWN BY.• MLD ® o DATE., 4/20/2021 (1) #9x1" HWH SCREW ON PEAK SIDE AND CHECKED BY. WLM (2) #9xl" HWH SCREWS ON EAVE SIDE OF DATE: 5/3/2021 PURLIN IN HOLES SHOWN (JOINT MUST BE REVISED DATE: ---- TIGHT BEFORE FASTENING CLIPS) RECEIVED REVISED DATE: ---- I---------- 2x4 BUTTED PURLIN DETAIL II MAY 2 7 2021 REVISED DATE. ---- (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) I—______-__Town _ _ REVISED DATE.' ---- SCALE: 1 1/2" = 1'-0" Southold Planning Board F 8626 �A�OFfSS��P� SCALE:AS NOTED SHEET NO. S30FS6 rOFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-107073 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • Lo 110 N 01 Lu co D z Lu z 0 101-01, TOP OF WINDOWS TO GRADE (VERIFY) r"%-.00 LLJ Lu 4'-0" 8'-0" 15-0" 33'-0" 0 b 0 0 0 'IT 0 b 0 NORTH ELEVATION 12 -Z� -Q� 12 < 2 5 4 0) L T#16 GABLE TRIM %0 :E -j z LU 2 Q � � 0 0 HI-RIB STEEL SIDING r-loo., x T#21 CORNER TRIM 0 0 T#167 BASE TRIM in: LjLj 3: V) 21'-0" 21'-0" 21'-0" 21'-0" ujCL 7/ u 0 0 L b cq WEST ELEVATION EAST ELEVATION z IDRAWNBY.- MLD T#5 RIDGECAP DATE: 4/20/2021 CHECKED BY.• W LM DATE: 5/3/2021 REVISED DA TE, ---- 5"0 G. GUTTERS I I I I I I I IT REVISED DA TE., RECEIVED REVISED DA TE.- FI— REVISED DA TE.* ---- MAY 2 7 2021 HI-RIB STEEL SIDING SOLItho-I-d-Town 101-01, Planning Board of NEPI,�, TOP OF T#21 CORNER TRIM WINDOWS TO GRADE (VERIFY) T#167 BASE TRIM FD 986 191-01, 1 7-6" 1 7-0" 1 22'-6" 4'-0" ss 9 b -1 c? b b ol ;o co Lo 0SCALE: 2' 8' SCALE:AS NOTED R- SOUTH ELEVATION 1 1 4' 16' SHEET NO. S40FS6 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-107073 PRECAST CONCRETE LOWER COLUMN CONDITIONS MAY REQUIRE MODIFICATIONS. COLUMN INSTALLATION 2•) CONCRETE FLOOR NOTES: TRUSS IN COLUMN a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o SADDLE 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE b. SLOPE GRADE AWAY FROM BUILDING Ca) PER FOOT FOR A MINIMUM6WITH BASE PLATE v LAMINATED COLUMN ,:;... COLUMN W/ADJUSTMENT ROD & DISTANCE OF 10' PLUS OVERHANG WIDTH. � UNDISTURBED SOIL '; BASE PLATE IN THE AUGERED c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. Q— N HOLE. a TRUSS SADDLE ISOMETRIC UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING M } MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL �— �•' 2. PLUMB PRECAST CONCRETE w COLUMN IN BOTH DIRECTIONS BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS. O 3. ADJUST HEIGHT UP OR DOWN Z ` WITH ADJUSTMENT HEX ROD [i-lo Z UNPAINTED GALVALUME HI-RIB STEEL 3.) PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF f ^ O 2x4 PURLINS @ 24"O.C. ' LOOSE SOIL TO CONSOLIDATE IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V �4. POUR READI-MIX CONCRETE INTO . (NO. 2 SPF) THE HOLE AS SPECIFIED. LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT.BACKFILL AND THE LOWER COLUMN 5 ANNULARSPACEOMPACT AROUND HE Z 4.) DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING 2x6 BEV. PURLIN ISOMETRIC COLUMN FOROM TDHE WITH SOIL WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLEAUGEREC 1 1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION I 1 1 INSTRUCTIONS. r 5"O.G. GUTTERS o v 42' 1290 R.C.TRUSS z Or o Z 0:� c 0 o " o (2) 1/2"x5 1/2"M. BOLTS 8, U (8) 4" STRUCTURAL SCREWS O 0 Z LU FLUOROFLEXTM 1000 HI-RIB STEEL F-- Ooe O U � � 0 r 14'-0" co O GRADE TO HEEL Z Q ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) 3-2x6 LAMINATED COLUMN HEADER FASTENING SCHEDULE LJLJ 2-2x6 UPRIGHTS HEADER JAMB Q oe 2x2 VERTICAL BLOCKING MEMBER UPRIGHTS COLUMN w AT COLUMN LOCATION EA. 2xl0 4 4 Q vi 2x6 NAILER 8 2x6 BLOCK NOTES: 1 1 1 r (2) 2x10 HEADERS 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS _J (NO. 1 SYP) REQUIRED PER CONNECTION. —J T#124 2. PRE-DRILL HEADERS AS REQUIRED >- T#167 BASE TRIM TO PREVENT SPLITTING. Z T#129 3. IF NUMBER OF SCREWS REQUIRED FOR YELLOW LOWW ZINC SCREWS 1 x 2 1/2" POWER LAG WASHER HEAD 2x2 BLOCK O.H.D. ♦ HEADER TO JAMB COLUMN CONNECTION YEL T#151 ALUMASEAL IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED 5"CONCRETE FLOOR T#154 T#152 IN HEADER SUPPORT BLOCKING. DRAWN BY., MLD ♦ 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) 12'-3 DATE: 4/20/2021 8„ 3-2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM � (" � ��(� CHECKED BY.• WLM . RECEIVED OF 2x6 BLOCK �- — — i DATE. 5/3/2021 MAY 2 7 2021 FINISH GRADE 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) L J REVISED DATE.• ---- 4"MINIMUM COMPACTED GRANULAR BASE ♦ OR IN SITU GRANULAR SOIL O H D HEADER SECTION B Planning Board Southold Towr, REVISED DATE.' ---- 360M 8. 370M BRACKETS FASTENED TO MFS REVISED DATE.• ---- 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH SCALE: 1"= V-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & REVISED DA TE' --- 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN .. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). a 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN •��, r AROUND EXPOSED REBAR CAGE AND 3/4"xl4" �'�G�R�( 1�, g��O,f>� 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF y n w LOWER COLUMN IN ONE OPERATION. � 98626 SIDEWALL SECTION A A'�OFESStO�P� SCALE: 1/2"= V-0" SCALE:AS NOTED SHEET NO. S5 OF S6 OFFICE.• CUTCHOGUE, NY JOB NO. 128-107073 • o 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d c� UNPAINTED GALVALUME HI-RIB STEEL %o GABLE PURLIN FLASHING 2x4 PURLINS GUN NAILS. NAILED 3"O.C. N T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS oe w m 2x4 FLAT STIFFENER O z D CENTERED ON DIAG. ii (1) 4"STRUCTURAL SCREW THROUGH STRAP � W BRACE FASTENED & INTO BRACE Z W/ 1 Od GUN NAILS �i / 2' END BRACE STRAP W/ PRE-PUNCHED LAMINATED COLUMN CD 0 @ 12" O.C. HOLES (BEND TO FIT) FASTENED W/ o- �� (3) 0.140 x 1 1/2" R.S. NAILS CD 42' - 2xl0 (NO.1 SYP) �� ' 2x6 DIAGONAL BRACING FASTENED Z END RAFTER ASSEMBLY TO COLUMN W/(4) 16d R.S. NAILS 2x4 NAILERS 2-2x6 E.C.E. 42' 1290 R.C. TRUSS 7/16"OSB 1 1 1 — 2x4 TRUSS TIE — — — — — — — — LAMINATED COLUMN ( , 1 1 1 — — — — — — — — — — — — — — v - - - - - - - - - - - - - - - - - - - - - - - - - - OSB SHEARWALL DETAIL Z SCALE: 1/2"= V-0" CL ^-� i. l l 2x6 ADDITIONAL NAILER O Z � U LOWER CHORD OF �L END RAFTER ASSEMBLY TOP CHORD OF END RAFTER ASSEMBLY SO :i Q o = O 7/16" OSB I I• v i- - - - - - - - - - - - - - - - - -�' � o 2x6 VERTICAL BLOCKS @ 2x4 NAILERS COLUMN BETWEEN NAILERS I I Q 0 co i— _ _ —'- - _ _'- - - -'- - _ —i v� z PERIMETER OF OSB SHEETS �_ _ _ — _ _ _ _. - - - - - - - - - -i 1 1 1 = NAILED W/1-3/4" RING SHANK _ - _'_ - _ —'_ - _ _' cn oe COIL GUN NAILS SPACED 6"O.C. I I' C w - - - - - - - - - - - - - - - - - -I' vi w 8 :�- - - - - - - - - - - - - - - - - -�: EXTRA NAILERS ADDED J OSB NAILED TO INTERMEDIATE I I' BETWEEN STD. NAILERS J • � SUPPORTS W/1-3/4" RING SHANK — — — — — — — — — — — — — — — — — —I (MAX. SPACE TO BE 24") Z COIL GUN NAILS SPACED 6"O.C. - - - - - - - - - - - - - - - - - -F I• ° - -- - - - - - - - - - - - - - -�. . . 'I- - - - - - - - - - - - - - - - - -I' DRAWNBY.� MLD LAMINATED COLUMN ;i is DATE: 4/20/2021 8 I- - —I CHECKED BY: W LM FINISH GRADE ' DATE. 5/3/2021 � / .�- - - - - - - - - - - - - - - - - -�, I' R E C E T �A E D REVISED DATE' ---- - - - - - - - - - - - - - - - - - -� r--- - - - — REVISED DATE.' 4'-0" :i- - - =- - - - - - - - -'_ - _ _ _I MAY 27 2021 j ---- REVISED DA TE: --- .I- - - - - - - - - - - - - - - - - -I: Soumoid loom REVISED DATE: - Planning Board aQ -- 2x8 TREATED BASEBOARD I- - - - - - - - - - - - - - - - - -I 21"THICK CONCRETE PAD(2500 PSI MINIMUM). :I (' s:•.-='�:='�S (j a d 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN i-.- -.- -.- -.- - — -,- -,- - — -,-1: .��,0 N AROUND EXPOSED REBAR CAGE AND 3/4"x`14" 18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. �r PLACE CONCRETE BELOW AND ABOVE BOTTOM OF ; ' LOWER COLUMN IN ONE OPERATION. � �� FAA 626 ENDWALL SECTION C 7/ 16 OSB SHEARWALL ELEVATION �pFESS14�P SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" SCALE.'AS NOTED SHEET NO. S6 OF S6 i SITE PLAN FOR MURTHA AG BARN ;r ,/ P/O LOT 5 S UBDI VISION PLAN MILL CREEK PRESERVE FILE No. 11216 FILED JANUARY 28, 2005 SITUATE ARSHAMOMAQUE f I / f TOWN OF SOUTHOLD ;` f! SUFFOLK COUNTY, NEW YORK `I !/ S.C. TAX No. 1000-56-01 - 1 1 . 15 _ SCALE 1 "=60' r------ =--� MARCH 25, 2020 CREEK DRIVE MAY 0 0 2021 APRIL 30, 2021 ADD ADDITIONAL NOTES G�i r LONG �; �-: ---- -- LOT O1 ' ' �o�,rho' a o 1vn TA Planning Board AREA = 895,488 sq. ft. 20.558 ac. 4.37 l 39V'0, NOTES: LOT �1 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM CO �; EXISTING ELEVATIONS ARE SHOWN THUS:,= ❑ 8eo°, -- ---_ _ -__ ' -_ _ ``\` ` ,\ !r' 1a U r� EXISTING CONTOUR LINES ARE SHOWN THUS:XX-----------XX PROPOSED CONTOUR LINES ARE SHOWN THUS: —v — \ l I ►• T F� r r o N 75.25' _ - - �`\ ``\ 1 1 V ! FFL- FIRST FLOOR S3 G.FL- GARAGE FLOOR 2. MAP FROM OFFICE RECORDS / a - � z17'a3' ; 75°25'53"-E' - _ �'T"'-`- 5p;i!'R�GI�7, iOP DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,520 sq. ft. 2,520 sq. ft. X 0.17 = 429 cu. ft. ' 6 _ 429 cu. ff. / 68.4 = 6.3 vertical ft. of 8' dia. leaching pool required PROVIDE (3) 10' dia. X 3' high STORM DRAIN POOLS LOT Ln _ Mr�� Ln°° TEST HOLE DATA • f o o LOT �3 (TEST HOLE B-3 AS SHOWN ON SUBDIVISION MAP) _ _ 2 IN 75�°25 f tr1 y EL. 7' 01 53 E DARK BROWN SILTY LOAM OL N 63*04'13" E / ' !/ / -- s _ 300.00, !'/ S 8 " 1 8° \ - lD 38 3 `\\ BROWN LOAMY SILT ML I l S12 0�i PRVPOSED 4' HI9H LNESTOOK FENCE 3' / Z // / / i i it �Q\y/ M PALE BROWN FINE TO COURSE SAND SW I / EL. 2.3' 4.7' ! ! 00, 1 � IN PALE RBROWN FINE TO COURSE SAND SW � AIL 1 \ \ AIL I I JIL N �\ • IL A N 1 O 1L O N G, ; �� 1 h o .� � o \ ?�� y o `\`� \ i i \\� y,Cy / a3 P/0 LOT OS AL 0 \ \ \ \ \ \ 1 t S�a.. s 1 O \ i \\ `\ `\\ \\ `\ ��—,� \`\ j U7 \\ 1 ` \ \ \ `\ I O \ I I ` `\\ O \\ \ ur \ \ \ I i NN `Z PASTURE 15 `\ `\ \` `\ �•\ `� i \`"I \ LI \1 � N vi ❑ \� \\ ` \\ \` \` \` 1 1 0 ;G 1L \\ P \ \ \ \\ __ O m z ,1 \\\ \`\\ `\\ \\ `\\ �`� \ 1 \--- -�Ur \ 1 O z Z \� \`\ \\\\ \``\ \\\ \``\ \\`\ \\ \ PROPOSED WATER THROUGH PROPOSED LINE L,INE�' \,� - 7 ------\ AT DEPTH OF 4.5 '� ------------- z-a `\ `\ `\ ` `\\ �\ PROPOSED 4' HIGH LIVESTOCK FENCE WITH HYDRANT1 - \ 7 13 \ \ . \\ i w w w i ! _ ,run Z 15rn ---' I \ 1 \ `\ \ `� / 1 ► PROPOSV pY• _ --g i'' a b ---------/ ` ` �` ` ---__— '/ ' • VEI DR TEST HOLE 63 1-4 .• ,j ••",�• ,L �) FROM SUBDIVISION MAP v-n t 4 i } I `\ P/0 LOT 0 `\ \\ I \` :. • :` • .i_ ,. . . J 5 -a s 1-3 '�, O / f I `\ \ \ \ 8 PR PARKIN; _ --S -----___-- Uff •. �J ,c m ',A Q y / / ! \ \\ \\ NOTE: ��•'.•f•.. "•GRA`! - w . .'� - -- / / - r- / �------- ------ / \ \\ BARN SHALL BE USED FOR AGRICULTURAL '��.�„ ; .i:• �,m / / `} \ \ EQUIPMENT (SUCH AS A TRACTOR AND MOWER) \ ; y a••. .//,:d >>---- AND FDR FEED AND HAY STORAGE. THERE WILL BE'-, NO ELECTRIC SERVICE TO THE BARN AT THIS TIME N-\ ........::; 20.0� J QpP FO CO oo 00 C) I I r-' `I ' ::::•::::::::.... .�• _ 30 tip' oy (A AI 1 G s� �' �' `\\o \ i) i / ��' `�} /�,/ ---------- .' :ROpOSE01NG` i• sF�P� 1 ` P pRK AN `!- a \ 1 I I i "'' 6D (3) ." • ..GFtAVRI' P_ ::, 10�01APIRo XDR �L S •otQ ', .•�.. C� c�F �G' �� 15 ga CK FEN {,� �1 i ��--- \ }•IIGN UVESTO OPOS CIS P/0 L 0 T 5� `\ 1 1 } \ 1 1 `\ PASTURE \ `\ \ i ` \ `\ I \`\ \`\ \` 1 (`\` \`\ \\ Il 1 03 OD x f I } \ \ \ \ \ ` 1 1 1 \ r I I 1 } } \ \\ \\ Ni 1 \ 0 m `\ 1 \ `\ / j \ \ \ j `\ \ 1 15 It ' 1'I3116 13-------- — �'' \'\ \\`\ 1\`\ \\\`\ '''/ ( i''/' S(OCKNC,fc At! LOT NN 1 i Fcb I N.,i \ 1 ( 1 0 if I i Ln Nig \ v r*1 EN�I�L��'�uf�Ovg CO�N� MAP C� OF s 9�9 0, Elk _ F . F \ OF (qqs P \`\\ OL \`\`\\ `\\��\` �i' \A ON M�RC 0 ✓� 1f \\ \ \ } i v 2 I� \\ \\ \\ 0 O V \ \ \ rr, \\\` `\`\ 11 i P NN \`�\\?S 237.83' \` \` \` \\ It \ \ \ ', 1 % J tm \ \ \ \ 1 \`\ \`\ PROPOSED 14' HIGHI LNESTOCK FENCE POND AVENUE .,s' iS' 63.04'13" W `\'�. 'N\-, \ \\,'� l0 557.20' i P/0 LOT i o� TOWN pF SOUTHOLD � �� (PARK & RECREATION AREA) i ,y kz PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTA13USHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ; � 1 -'` N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Ilk I TO THIS SURVEY IS A VIOLATION OF imathan Taft Cum-rwin Ill SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB 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 3.j 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 . Q_ N TO RESIST BOTH AXIAL AND BENDING FORCES. 4.)® THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Q— 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. O Z ui 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 THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE V PLANS). Z . 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 l 1 1 S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT l l COMPLYING WITH USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA Z GUIDELINES AND STANDARDS. Q FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY .ti 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 Q BETTER. 00 O ALLI D IG ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS V) vt REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS W CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIG14ED IN • 71 ( , o v J ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 1 1 1 Z f— O SIDING PANELS (FLUOROFLEX 1000 T-) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH = 82 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 _ X BAKED-ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT EARTHQUAKE DESIGN DATA TABLE 0 • THICKNESS OF 2 MILS ON EXTERIOR. O 0.2 SEC SPECTRAL RESPONSE 0 87g ( � a ACCELERATION (Ss) \../ TRIM- DIE-FORMED TRIM OF 0.01 T'MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, O RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ACCELERATION (Si)1.0 SEC SPECTRAL RESPONSE 0.39 g Z t l ! h CD w SEISMIC DESIGN CATEGORY D a GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH BUILDING CATEGORY (TABLE 1604.5) II ® y SIDES OF THE BUILDING. SITE CLASS D 1 1 1 g 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 RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR LBS DRAWN BY.• JSP _ DATE. 3/22/2017 A�� CHECKED BY. --- BUILDING DESIGN CRITERIA I MAY CC 2021 DATE: --- I --- CURRENT LUMBER SPECIFICATIONS (06 O1 2013) USE GROUP U REVISED D4TE., SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB b0Unh01d Town - REVISED DATE: ---- RISK CATEGORY I Planning F�Oard SHEET# DESCRIPTION 2x4 N0.2 SPF 1313 PSI -------- REVISED 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 REVISED 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 8. DETAILS 2x6 NO. 1 SYP 1350 PSI GROUND SNOW LOAD 20 PSF BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT � sx 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 120 MPH SUPERVISION AND I'HAT I AM A DULY LICENSED/REGISTERED OF NEW y S4 OF S6 ELEVATIONS PROFESSIONAL E N R. A:� • �� .R'F' 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VASD) 93 MPH Q p T S5 OF S6 SECTIONS & DETAILS A • �. A 2x8 NO. 1 SYP 1250 PSI ,zR Z S6 OF S6 ENDWALL SECTION 2x8 2400 MSR SYP 2400 PSI :Od 2x10 NO. 1 SYP 1050 PSI Ab * RONAL D L.BUTTON, P.E. 2x10 2400 MSR SYP 2400 PSI ROOF SNOW LOAD CALCULATIONS �� 2xl2 NO, 1 SYP 1000 PSI Ps =0.7 x Ce x I x P x Ct x Cs risutton@ofl�leddesignoes.com @all-O'U-&EG. .com 2x12 2250f MSR SYP 2250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 DATE: �O �kEG.# npc 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI I = IMPORTANCE FACTOR = 0.8 3 1/2"xl5" 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 " �� 5 1/4"xl 9 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. GIOFGI OFFICE.• CUTCHOGUE, NY JOB NO. 128-067267 Q_ C5 N a_ p w m OzZ Q/ w Z O n- z LW_! W z Q lzz. All CN F- r z 4 � N .,A O 7'-4 1/2" 7'-6" 7'-6" 7' N -6" N 7'-6" M 7'-6" v 7'-6" LO 7'-4 1/2" L^J U-0"VENTED SIDEWALL OVERHANGS 0 .O o moo, I I 1 A I I I I l'-0"NON-VENTED ENDWALL OVERHANGS `" = �' S5 W �_... ,- - -I— — -_ — —I — - - -- I- - �- - - I - - , �, c.� 41NO -9 41 _q I l f [6" 18"M 18"M © 18"M 18"M 18"M 0 18"M 18"M 16"M \ �r O 10 CJ 34'-10 1/2"0 - 16"M �- - 34'-10 1/2" [Z O -1 I I O _ "' 4 m 29'-7 1/2" © I p 16"M - 27'-10 1/2" a t7 C c ' Z S6 ® w w (D 16"M c -}— - 20'-10 1/2" D y SB t 1 1 8 s5 ( o 16"M - 13'-10 1/2" z 16"M I b Eo 6-10 1/2" 16"M 16"M 6'-10 1/2" DRAWN BY., JSP N ❑ 04 DATE.' 3/22/2017 CHECKED BY.' --- 01 10 16"M 18"M 18"M 18"M 18"M 18"M © 18"M 18"M 16"M I ;o DATE. REVISED DATE.' -- COLUMN PLAN LEGEND — T I I I REVISED DATE.' ---- o - 3-2x6 LAMINATED COLUMN LOCATION I I I I I I I REVISED DATE.' ---- 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" ❑ - REVISED DATE. ---- FIBERSTEEL WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKS ET Q - (7) 4429 9-LITE MB SLIDING WINDOW(S) WITH 14'X 35"OPEN b iv iv iv iv cV cv iv ROUGH OPENING SCHEDULE LOUVERED SHUTTER(S) o �_ �_ 1- � _� 1- a O y (D - 18'-0"x 15'-6"DOUBLE SLIDING ALUMASTEEL END DOOR v o IT o v a v UNIT SYMBOL A, • ' O - (8) 3065 SKYLITE(S) (VERIFY LOCATION) N -1 M Q� FROM LEGEND WIDTH HEIGHT 3�,`Q . �p L. .56 (1) 3'-6"X3'-6"NON-FUNCTIONAL CUPOLA WITH 'M'30"WEATHERVANE N 't � El38 1/4" 811, >s* :2� O ROOF STEEL FASTENED WITH STAINLESS STEEL SCREWS nl 52 1/4" 33 5/8" •d � Z, - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) COLUMN PLAN 16"M- 16" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM).20" BELOW BOTTOM OF PRECAST CONCRETE I , COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED RODWITH AN ADDITIONAL MINIMUM I" _ c CO MN. PLACEE CO CRETE BELOWAOND VE OVOE BOTTOM OF LOW R CO UMN a I��OF PRECAST CONCRETE - �� O J IN ONE OPERATION. - ---I 18"M- 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE MAY O G 2021 j PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: �ot�tt- c1 r__;;t - - SCALE.'AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 1' 4' 16' Plann nc Board SHEET NO. COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. -� S 1 OF S 6 . OFFICE.' CUTCHOGUE, NY JOB NO. 128-067267 3� (2) 20d R.S. NAILS IN OVERHANG FRAME % c� 42' -2xl0 (NO.1 SYP) r — a 2x4 BEV. PURLIN I END RAFTER ASSEMBLY c4i TOE NAIL OVERHANG RAFTER w TO OVERHANG NAILER WITH I ca (1) 16d R.S. NAIL EACH SIDE I Z w I ' I • I O I : I • I s OVERHANG FRAME 42'-2xl0 (NO.1 SYP) I • I • I 2x6 OVERHANG NAILER END RAFTER ASSEMBLY I (7) 20d R.S. NAILS (10) 20d R.S. NAILS PER CONNECTION 2-2x6 END COLUMN EXTENSION OR Lu UPRIGHT ASSEMBLY NAILED TO END 1 1 1 3-2x6 CORNER COLUMN RAFTER ASSEMBLY AS SHOWN AND TO z EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. ry Z DETAIL A DETAIL B o M. a SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= V-0" WLLJ �— � U �o — — — — — — — — — — — — — — — — — — — A L— O S2 0 0 1 o-..-..-.... o................ ............. ........................ a m� Oz.. ......... ........... ........ . . W uj °- uj .....4 — — I� pN .....:.................. ..Q................. _.._. O O p O .3.................... ............................— — p O— — ( DRAWN BY.' JSP DATE.* 3/22/2017 IO O O O O' ,O C I CHECKED BY.* -- DATE., ---- A h — REVISED DATE.• -- TRUSS/BRACING PLAN LEGEND REVISED DATE.' --- I I I I I I I REVISED DATE.• --- i -42' 1290 R.C.TRUSSES Q 7-6"O.C. 2 -42' END RAFTER ASSEMBLY 7-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" T-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) 4 0 04 04 Q� �,O O O I A% O O �t O IT _A "+/ •O 0. Z. :t .d 3 TRUSS/BR ACING PLAN �o ' I - MAY 0 0 2021 SCALE: mmmmPlar�rrin j Board SCALE.-AS NOTED LSHEET NO. S20FS6 OFFICE: CUTCHOGUE, NY JOB NO. 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 v Q._ N w m 0 = z z 0 o a 0 41-9-0 rl000 42' R.C. 1290 (41 16) TRUSS w SCALE: 3/&'= V-0" Qx tmz A ..� o O as W ` _v J i-- O O e It p . 1/2, co 60d R.S. NAIL 1 ii Z O n 60d R.S. NAIL 20 GA. GALVANIZED v I 1 BOTTOM CHORD o PURLIN CONNECTOR OF TRUSS ' ' 20 GA. GALVANIZED Lu TOP CHORD o PURLIN CONNECTOR a OF TRUSS Q `n (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 DRAW BY: JS•P 2x4 BUTTED PURLIN DETAIL DATE: 3/22/2017 (PURLIN CONNECTED WITH 60D R.S. NAIL) CHECKED BY. — SCALE: 1 1/2"= 1'-0" DATE.• --- REVISED DATE: — REVISED DATE: ---- REVISED DATE: --- REVISED DATE.• ---- OFF Y '21 O- •O s •�� • .hbu �— -- - - I MAY 0 6 2021 � cw,� SCALE•AS NOTED Planninn Board SHEET NO. LS30FS6 e-O-FFIC& 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. VENT-A-RIDGE VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. MEW %0 5"O.G. GUTTERS o = HI-RIB STEEL SIDING O T#21 CORNER TRIM v CL T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#167 BASE TRIM 1171-11 Lu 18'-0" 24'-0" 18'-0" b 0 b co 1 < b F— NORTH ELEVATION 04. z :D ci 0 F- -crZ 0 12 12. H- 41 T#16 GABLE TRIM 4 I T#16 GABLE TRIM LLJ LJLJ z 0 HI-RIB STEEL SIDING T#21 CORNER TRIM 1 5 T#167 TRANSITION TRIM .1 HI-RIB STEEL WAINSCOT 0 T#167 BASE TRIM 1115Z Lij Z;;5 0 Lu 4'-6" 16'-6" 21'-0" 4'-6" 6'-6" ui lo 0 ;0 b -b b Lij co 0 WEST ELEVATION EAST ELEVATION z b 0 b 30'-0" cl) 30'-0" %4C) DRAWNBY.- JSP DATE.* 3/22/2017 CHECKED BY. -------- 7-7.7 non= REVISED DA TE., REVISED DA TE: REVISED DATE.' Ao'Of NEW 0 0 WED of P�,EQE MAY 0 C 2021 ' � ' 24'-0" 18'-0" Planning oard SOUTH ELEVATION 2' 81 SCALE.-AS NOTED 0 %0 SCALE: SHEET NO. 1 4' 16' S40FS6 OFFICE.' DESIGN AND EXPLANATORY NOTES rCUTCHOGUE, 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 UNDISTURBED SOIL ''.;4 ' '�%~.' BASE PLATE IN THE AUGERED b. SLOPE GRADE AWAY FROM BUILDING @ 1"PER FOOT FOR A MINIMUM U SADDLE HCLE. DISTANCE OF 10 PLUS OVERHANG WIDTH. • LAMINATED COLUMN F� •' <• c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. a— :; " 2. PLLMB PRECAST CONCRETE '� UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING , COLUMN IN BOTH DIRECTIONS �.r•; :.;',• MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 0— w 3. ADJUST HEIGHT UP OR DOWN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m .=;.•:,;� •• • � WI-H ADJUSTMENT HEX ROD d. CONTRACTION JOINTS UNIFORMLY SPACED 15 O.C. OR LESS. o � '1 Z FLUOROFLEXTM 1000 HI-RIB STEEL 4. PCUR READI-MIX CONCRETE INTO 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF rQ� ZO 2x4 PURLINS 0, 24"O.C. THE HOLE AS SPECIFIED. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V (NO.2 SPF) 5. BACKFILL AND COMPACT THE LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND AROUND THE TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. LOWER COLUMN COLUMN TO GRADE 2x4 BEV. PURLIN WIRE MESH ISOMETRIC AUGERED FROM THE SITE. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING 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. Lu 5"O.G. GUTTERS T#144 & 146 FASCIA TRIM 42' 1290 R.C.TRUSS SOFFIT Q *v Na - HI-RIB/SOFFIT CAP FILLER STRIP Z 2x6 OVERHANG NAILER J nss- (2) 1/2"x5 1/2" M. BOLTS & O= 0 (8) 20d R.S. NAILS 0 Q/ V)l o W so w FLUOROFLEXTM 1000 HI-RIB STEEL O <Sl O X 14'-0" O GRADE TO HEEL r�^ 0 (3) ROWS 2x4 NAILERS (2100 MSR SPF) 3-2x6 LAMINATED COLUMN l 1 1 = 2x2 VERTICAL BLOCKING v� AT COLUMN LOCATION ® w FILLER STRIP n.® vi T#167 TRANSITION TRIM 1 1 1 g 2x6 NOTCHED NAILER _J FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER z T#167 BASE TRIM Z (20) 1/4'x 2 1/2"POWER LAG WASHER HEAD FLUOROFLEXTM 1000 HI-RIB STEEL 2x6 UPRIGHT lz YELLOW ZINC SCREWS '4• /7; 6"CONCRETE FLOOR♦ T "42' END TRUSS 18 ABOVE BUILDING HEIGHT DRAWN 8Y.• JSP FILLER STRIP ( ) 34 DATE.* 3/22/2017 8'1 • . r: •' . ---- .•� ; , .; CHECKED BY.• • 4 ''T'�� ':f '. FINISH GRADE '��;:•°.:; wi: =,t,, ;� .;:,;�,.;"`'- ;•-�Y� --- DATE.• REVISED DATE.' 4"MINIMUM COMPACTED GRANULAR BASE� - OR IN SITU GRANULAR SOIL T#71 TRACK COVER REVISED DATE.' -- 4'-0" 360M &370M BRACKETS FASTENED TO MFS 51 M TRACK I 15-0 REVISED DATE.' -- W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH 3x4 TRACK BLOCK TO GRADE REVJSED DATE.- ---- _-j.a; (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 1 1/2"x2" BLOCK 8,T#74 .e t 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS T#23 JAMB TRIM MFS PRE-CAST CONCRETE COLUMN . �pv 14EW yp e�, a 21 THICK CONCRETE PAD(2500 PSI MINIMUM). .p °' 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN (3) 2x6 JAMB COLUMN (BEYOND) �4'. 'O�' �Gj AROUND EXPOSED REBAR CAGE AND 3/4"x14„ 2x3 JAMB (BEYOND; y QY �r 18"0 BOTTOM 2'TREATED) ._ 0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" � 0tL ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SLIDING DOOR HEADERSECTION B LOWER COLUMN IN ONE OPERATION. r, SCALE: 1"= V-0" gmin 1 -7 SIDEWALL SECTION A k_. � _' 04' '- -- - - -� SCALE: 1/2"= l'-0" MAY QC 2021 i v - - - SCALE.AS NOTED PIe nninp, Board SHEET NO. S5OF S6 eo OFFICE: CUTCHOGUE, NY JOB NO. 128-067267 U FLUOROFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING �'— T#16 GABLE TRIM 2x4 PURLINS @ 24"O.C. (4) 0.135"x 2 1/4" 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 i Z END BRACE STRAP W/ PRE-PUNCHED 0 HOLES (BEND TO FIT) FASTENED W/ IL FILLER STRIP i (3) 0.140 x 1 1/2" R.S. NAILS r 42' -2xl0 (NO.1 SYP) �••J END RAFTER ASSEMBLY i 2x6 DIAGONAL BRACING FASTENED 2x6 E.C.E. / TO COLUMN W/(4) 16d R.S. NAILS 42' 1290 R.C. TRUSS 1 1 1 FLUOROFLEXTM 1000 HI-RIB STEEL � I 1 1 — — — —————— — — —— —— — — —— - - — --- -- - - -- - - - - - - - 2x4 TRUSS TIE Q st r O _ J WZ 00 U ci-00 � o z °° ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) CL UJ c) E w H FILLER STRIP 1 1 1 g z Z 4 DRAWN BY: JSP DATE: 3/22/2017 8 CHECKED BY. DATE.' --- REVISED DATE: ---- REVISED DATE.• --- 4'-0" REVISED DATE.' --- REVISED DATE: -- 21"THICK CONCRETE PAD(2500 PSI MINIMUM). OF NEW Y 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN ,��. 0 ' AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" :��' �O 16"0 ABOVE BOTTOM OF FRECAST CONCRETE COLUMN. Z PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. g. ENDWALL SECTION C - - C)4 0 C 2021 SCALE: 1/2"= V-0" MAY Plan-(inm Board SCALE:AS NOTED SHEET NO. S6OFS6 RECEIVED SEP 2 3 2020 MAP OF Southold Town P/O LOT 5 Planning Board SUBDIVISION PLAN MILL CREEK PRESERVE FILE No. 11216 FILED JANUARY 28, 2005 SIT UA TE ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-56-01 - 1 1 . 15 SCALE 1 "=60' MARCH 25, 2020 LONG CREEK DRIVE LOT O1 N 58,04,13" E R. AREA = 895,488 sq. ft. 4.37 �`s9sso, 20.558 ac. ti \ q N `\ LOT' O2 o `' y Bpp. \ \\ ro ❑ 89. w NOTES: M �525'ssn E / I ° 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xxx N,J�S•25, l % I ti EXISTING CONTOUR LINES ARE SHOWN THUS:xx-----------xx 21 43' - ' S3 E RitHr OF / I �' F.FL.- FIRST FLOOR O G.FL.- GARAGE FLOOR a s Ln LOT / Ln L,0�. O �j1 --- ,,-' i O LOT O3 '3 7�� 25, 53 e � N 63'V4'13" E /� /� e 300.00' ;/ S ee. l •2� F / ! ! 4' AGH iOEST00(( FENCE Z / / 1 I I I —'/ a�l, 0 •gyp, I Fc',) Lo 1 \ \\\ \\\ \\\ \`\\ \\ all, all, N + all, \`\ ++ I I I \�` ��T ps'yWgT O O 1/1 �bl00 F0 O Nps r jIN R P/0 LOT O5 01 "'i `\ `\ `\ `\ `\ \ /'' + / all, 1,11, O `\ o \ \ \ \ \\ `\ 1 I — Cn \ \ \ I O \ \ \ \ \ \ I z `\ \\ m \ \ \ \ \ 1 I I \ IN PASTURENI `\ y \\ \\ \\\ i + All, N to \\ +\ `� `\ `\ `\ � \\ j `Il, \ \ \ \ \ \ \ 1 o Z Z \\ \ \ \ \� `� \ 1 I •� O Z ) \ \\ \\ `\ `\ `\ \+ I I - _- 7 ------�\ Lc Cn ------------7 o m �/ `\ `\ 1 4' HIGH LIVESTOCK FENCE " I rri m 0 C7 m ` i 1 / -0, CJ ,C� /' \+ i `\ P/0 LOT 00 ` r / ,----------------X IN / 'rj / � `\ R 01= 1-3 I I \\ e o _- \I Z P/O LOT O5 It I It I \ PASTURE `\ I I I \ \ \ I j1 1 \ \ \ `\ `\ \\ + 1 \I `♦ 1 CA 01 y It I ----- \ I 1 \ / \ I ---------- / 1 - `- `\ D 13------- 'ZIN NNINI Q'�//� '9 / L4 1,0T r'i AP E ?I 01�5 E 9099 C `\ FIL S Y \YX vPRF\�t No. 0 \ `\ \I N z 4z �` E 1 S�' c e9 I-� N y J3 FF� `\ \\\\\ \\\ II 0 MNI IN PRGN IN Ica \ v 1 \ \ \ \ / 42 `J \ \` \\ 0) \\\\ \\\\ ♦ 1 / IN to NNNN- AS• cn `\ `\ N. \\ 1 / IN I o z \`\ \\ ``\ \`\ 4' HIGHII LIVESTOCK FENCE all, ` \ \ POND AVENUE g 5.,5 `\\ `\ + 's-"'ISi 63'04'13" W \\'�, I, 557.20' EC al RE EC IVED SEP 2 3 2020 P/0 LOT © Southold ou d Town N/O/F I o Planning Board TOWN OF SOUTHOLD (PARK & RECREATION AREA) i PREPARED IN ACCORDANCE WITH THE MINIMUM y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O BY THE L.I.A.L.S. AND APPROVED AND ADOPTED �'=J FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Cq F ,�pj M.. Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T af~t" 'Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. OFFICECI Z7 NIAILING ADDRESS: Town Hall Annex p1� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ` Telephone 631 765-1938 Southold, NY www.southoldtownny.gov C0UNTYPLANNING BOARD OFFICE ��) TOWN OF SOUTHOLD August 10, 2021 William Kelly 22355 Cox Lane Unit #4 Cutchogue, NY 11935 Re: Approval — Site Plan for Murtha Farm Ag Barn 2 668 Long Creek Drive, Southold SCTM#1000-86.-1-11.15 Zoning, District: A — C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 9, 2021: WHEREAS, this site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC ;Zoning District; and WHEREAS, on September 23, 2020, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and WHEREAS, on November 18, 2020, William Kelly, authorized agent, submitted additional materials for Site Plan Application review; and WHEREAS, on December 7, 2020, the Planning Bound determined the application as incomplete for review; and WHEREAS, on May 3, 2021, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and WHEREAS, on May 6, 2021, William Kelly, authorized agent, submitted the Site Plan application fee and revised site plans for Site Plan Application review; and WHEREAS, on May 27, 2021, William Kelly, authorized agent, submitted the building elevations for Site Plan Application review; and Murtha Farm Ag Building Paqe 2 August 10, 2021 WHEREAS, at their work session on June 7, 2021, the Southold Town Planning Board accepted the site plan application for review, and WHEREAS, on June 7, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type Il Action as it falls within the following description for 6 NYCRR, Pact, 617. (c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming;. and WHEREAS, on June 7, 2021 , pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this application which involves uses strictly related to agriculture; and WHEREAS, pursuant: to Southold Town Code §280-133(C) and as detailed in work session staff reports on June 7„ 2021 and July 26, 2021„ the Planning Board agreed to waive certain application requirements of§ 2 0-133 for tl°7is application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on June 24, 2021, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 24, 2021, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on July 1, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on July 8, 2021, the Southold Town Engineer reviewed the proposed application and determined that the certain revisions were required in order for the application to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 15, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies with certain recommendations issued; and WHEREAS, on July 19, 2021, the Southold Fire District determined that there was adequate fire protection and access for the proposed action; and WHEREAS, on July 26, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, on July 27, 2021, the Agricultural Advisory Committee provided comments supporting the proposed project for approval; and Murtha Famrnn A ITBuilding Page 3 Agqust 1Q, Q21 WHEREAS, on July 27, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage Building as a permitted use in the A-C Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for a public hearing and certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with conditions, listed below, to the site plan entitled "Murtha Ag Barn" prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020 and last revised April 30, 2021 and authorizes the Chairman to endorse the Site Plan. Conditions 1. All Suffolk County Farmland Committee requirements shall be met as issued October 12, 2017 for Committee Resolution Number FC-33-2017; 2. This site plan was reviewed and approved with no exterior lights. Any future exterior lighting must be approved by the Planning Board by letter prior to installation. 3. Fences a. Fencing as shown on the site plan may be relocated as needed; and, additional fencing may be installed without the need to amend the Planning Board site plan approval. b. As permitted by the Suffolk County Farmland Committee. c. Prior to installing fencing closer than 100' to the wetlands, a permit or letter of non-jurisdiction from the NYS DEC and Southold Town Trustees shall be obtained. d. A buffer* shall be provided between the fences and the wetland boundaries. *Consult the NYS DEC or the local Natural Resources Conservation Service Center for advice on buffer size and composition. 4. Drainage requirements for this small barn and gravel area have been waived. All stormwater runoff must be prevented from entering wetlands and contained within the property. Murtha Farm Aq Building„ Paqe 4 August 102021 5. The agricultural barn building location may be changed to any location on the property within required setbacks without any amendment to this site plan approval and without further consultation with the Planning Board. 6. Provide an as-built survey to this department upon completion of the barn construction. Please also note the following requirements in the Southold Town Code relating to Site Plans- 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map Murtha Farm ,fig Building, Page 5 &ugust 10, 2021 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that roust be satisfied prior to the issuance of a Certificate of Occupancy, Print name; Applicant Signature: Date: -..--- ninq Board Work Session — July 2.6, 20.21 — Pace 2 Southold Town Plan wITmm Project Name; Boisseau Avenue Farm SCTM#: 1000-55-6-37.1 Location: 850 Maier Place, Southold Description: This site plan application is for the proposed construction of a 1-story 2,520 sq. ft. building for agricultural storage, two 96' x 30' greenhouses, a gravel access road and parking area located on ±16 acres in the R-80 Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Murtha Agricultural Barn SCTM#: 1000-56-1-11.15 Location: 2668 Long Creek Drive, Southold Description: This site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Fishers Island Weathervane SCTM#: 1000-2-1-8.1 & 8.2 Resubdivision Location: Off East End Road, Fishers Island Description: This resubdivision proposes to transfer 4,617 sq. ft. from Lot 1 (SCTM#1000-2-1-8.1) to Lot 2 (SCTM#1000-2-1-8.2), and 2,884 sq. ft. from Lot 2 to Lot 1. Lot 1 will decrease from 69,972 sq. ft. 68,239 sq. ft., and Lot 2 will increase from 72,818 sq. ft. to 74,551 sq. ft. in the R-120 zoning district. Both lots require a variance from the Zoning Board of Appeals to be less than the minimum lot size of 120,000 sq. ft. Status: Pending Action: Referral Review Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date July 26, 2021 Prepared By: Heather Lanza I. Application Information Project Title: Murtha Agricultural Building Applicant: Gerald and Robin Murtha Date of Submission: September 23, 2020 Tax Map Number: 56.-1-11.17 Project Location: 2668 Long Creek Drive Hamlet: Southold Zoning District: R-80 II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ± 45.5 acres Building Size 2,520 sq. ft. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 45.5 acre farm with development rights held by Suffolk County on 44.3 acres in the R-80 Zoning District, Southold. A. Proposed construction: a. 6.0' x 42' (2,520sf)"Morton building @ 14'9" high (to the eave) and 22' 6" high (to the peak) 0 Wood frame, painted steel siding (unknown color), pier footings and concrete slab floor. As per the SC Farmland Committee approval conditions, 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. w Three drywells for roof runoff (10' x 3' deep) 0 Proposed water hydrant and trough Livestock Fencing at 4' high ® 35' long driveway @ 24' wide (840sf) proposed to connect to a 16,000 sq. ft. gravel area to surround the barn. l Murtha Staff Report—Referral Review—Judy 26, 2021 III. Referral Review A. Suffolk County Farmland Committee • See attached approval with detailed conditions B. Local Waterfront Revitalization Program (LWRP) Coordinator • High quality freshwater wetlands • Provide a buffer between fence and livestock pasture that is sufficient in width and composition to maximize and retain wetland function and values as follows: • Denitrification and nutrient uptake • Slow water runoff and enhance filtration • Trap pollutants in surface runoff & subsurface flow • Stabilize soils • Consult NYS DEC & Town Trustees for review and permits for any fencing within their jurisdiction. C.Town Engineer • Drainage calculations for the barn roof reference both 8' diameter and 10' diameter leaching pools. Resolve this discrepancy. • Provide drainage calculations and structures for the proposed gravel driveway and parking area. • The final plans must show details for all new design elements including, but not limited to, gravel surfaced areas, drainage structures and drainage piping. • The final plans must show the location of and details for all erosion and sediment controls including but not limited to the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas. D.Code Enforcement, • No open code violations E. Southold Fire District • There is adequate fire protection F. Southold Town Fire Marshal • No comments or concerns G.Southold Town Agricultural Advisory Committee • Recommend approval H.Suffolk County Planning Commission 2 Murtha Stccff'Report—Re/erral Review—July 26, 2021 • A referral was not sent due to the small size of the barn that is a matter for local determination. IV. Public Hearing Waived by Planning Board Resolution on June 7, 2021 V. Staff Review A. Drainage requirements • This site is located at the end of a 640' private driveway, and is embedded within a 45-acre property. There is no possibility of stormwater runoff from this barn and gravel area reaching a road due to the length and topography of the site being relatively flat. • The proposed barn and gravel areas will be surrounded by pasture and grass areas. The nearest property lines are over 100' away and the topography is relatively flat. There is little potential for stormwater runoff to leave the property as a result of this proposed construction. • Therefore the Planning Board might consider waiving additional drainage structures. • The current plan shows the proposed barn to be 104' from the wetland boundary on the plan, and the driveway to be only 48' from the wetland boundary. • Add a condition that the wetlands must be protected from runoff and siltation. • Add a condition that they need Trustees and potentially NYSDEC permits to build the driveway and barn in the location shown on the plan. B. Building location • At the site visit on 7/20/2021, the owner proposed that the location of the barn might be changed. • Add a condition that the location of the barn and gravel areas can be changed to be anywhere within the required setbacks (minimum of 75' from the southern property line) without having to amend the site plan. Require an as- built be submitted after construction. • Add that they need to comply with any Suffolk County Farmland Committee requirements. C. Fencing • Livestock fencing is proposed on the site plan, J Murtha Staff'Repor°t—Referral Review—July 26, 2021 • Suffolk County Farmland Committee required that wetland areas need to be fenced off from livestock o LWRP recommends buffers to protect the wetlands o Fencing shown on the site plan is within Town Trustees and NYS DEC jurisdictions and may require permits from these agencies. • Consider allowing fencing to be placed as needed as a condition in the site plan approval i. Allow fencing to be wherever they need to have it for the livestock operation, and as permitted by the Suffolk County Farmland Committee. ii. Require that prior to installing fencing closer than 100' to the wetlands, they consult with the NYS DEC and Southold Town Trustees for permits and advice on buffer size and composition as recommended by the LWRP. D. Parking Required: Storage: 2520 sq. ft. - 1000 sq. ft. per parking stall. 3 stalls required Proposed: None • As an agricultural application, the Town Code allows the Planning Board to waive the parking requirement. E. Exterior Lighting: None proposed • Add a condition that any future lights are required be reviewed and approved by the Planning Board by letter prior to installation. F. State Environmental Quality Review Act (SEQRA) • Planning Board classified the action as a Type II action by resolution on June 9, 2021 VI. Items to consider: A. Place the application on the August 9, 2021 public meeting agenda for a determination with the following waivers and conditions: 1. Waivers. a. Parking requirements,- b. Additional Drainage requirements 4 Murtha Staff Report—Referral Review—July 20, 2021 c. Site Plan Application Requirements: i. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site ii. The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. iii. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). iv. Existing zoning, including zone lines and dimensions. V. Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. vi. The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. 2. Conditions a. The chairman will be able to endorse the site plans after a use certification is received from the Building Department. Notes: o Request for Use Certification sent to Building Department 71112021 o It may still be received in time b. Meet all Suffolk County Farmland Committee requirements. c. This site plan was reviewed and approved with no exterior lights. Any future exterior lighting must be approved by the Planning Board by letter prior to installation. d. Fences i. Fencing as shown on the site plan may be relocated as needed, and additional fencing added without the need to amend the Planning Board site plan approval. it, As permitted by the Suffolk County Farmland Committee. 5 Murtha Stgf�R� ter t---Rc fir^r°crl Review- Izrl}r 20, 2021 iii. Prior to installing fencing closer than 100' to the wetlands, obtain a permit or letter of non-jurisdiction from the NYS DEC and Southold Town Trustees. iv. Provide a buffer between the fences and the wetland boundaries. Seek advice from the NYS DEC or the local Natural Resources Conservation Service Center for advice on buffer size and composition. e. Drainage requirements for this small barn and gravel area have been waived. All stormwater runoff must be prevented from entering wetlands and contained within the property. f. The agricultural barn building location may be changed to any location on the property within required setbacks without any amendment to this site plan approval and without further consultation with the Planning Board. Provide an as-built survey to this department upon completion of the barn construction. 6 From: Tom Stevenson <ampell@hotmail.com> Sent: Monday, July 26, 2021 11:18 AM � To: Michaelis, Jessica � N IIII� VED Cc: Cummings, Brian A. Subject: AAC comments on Site Plan for Murtha Agricultural Barn �� ' � i To: Brian Cummings, Planner __.,......W_.................. .., From: Tom Stevenson, Chair, Agricultural Advisory Committee Date: July 26, 2021 Re: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM# 1000-56.-1-11.15 Member of the AAC reviewed the laserfiche of this proposal at our last two meetings. We are in agreement that the project should be approved in an expeditious fashion which we hope would be at the August meeting of the Planning Board. While we appreciate that Planning has waived many of the site plan requirements because it is an agricultural barn, we still feel strongly that farmers have enough hurdles to overcome and should not need to delay critical infrastructure improvements for many months or years while going through this process. We also objected to the need to provide a "narrative" explaining the proposed livestock operation. Other agencies have jurisdiction in this department and it should be left to them. In conclusion, we are wholeheartedly in favor of this project moving forward,. Thank you. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. u, r Town Hall Annex � �� Telephone(631)765-1802 1 �, ,,� 54375 Main Road �ou�o Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'IV , w n- a E BUILDING DEPARTMENT f(_}L » '"1 ° (} TOWN OF SOUTHOLD ;71kl;lr„ir;: Idt0M ry PVa4"tl4"V"rig Board MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: July 26, 2021 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Murtha Agricultural Building Location: 2662 Long Creek Drive„ SOLIthold. SCTM# 1000—Section 56- Block O1 —Lot 11.17 Date: March 25, 2020 Revised Date: April 30 2021 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Agricultural Storage Buildin IS A PERMITTED USE IN THIS R-80 DISTRICT AND IS SO CERTIFIED. Michael J. edty Chief Building Inspector "l �kF'.'°ti4' ". 1 IVllpl�ll�� 1 _SoUO"IW..`ld owl', Nannr ng Board SOU°I HOID F ' IIIIrw IS IIIClC r5�_i ►t.�� RO, IIIM 908. `roOp.,p. II 1G1LE), �',LY� 11971 FAX (631) 765 !a(p 70 July 14, 2021 Mr. Brian Cummings, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for Murtha Ag Barn Dear Brian:. Please be advised that the Board of Fire Commissioners have reviewed the above-mentioned site plan and found that there is adequate fire protection for this property. The Board would like to reserve the right to review the above site plan if any changes occur to this property or to other property in the immediate area. Sincerely, Carol A. Miller Fire District Secretary W r A OFFICE LOCATION: `'� MAILING ADDRESS: Town Hall Annex �,�� u P.O. Box 1179 54375 State Route 25 1 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUMREC " ' ...m.�..._. . __,. To: Donald Wilcenski, Chair �_.....ISr5a�iFjl 6 n�_.... Town of Southold Planning Board ........:'... g From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date: July 10, 2021 Re: Murtha Agricultural Barn SCTM#: 1000-56-1-11.5 Zoning District—A-C This site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,the proposed action is CONSISTENT with the LWRP provided the following is considered: The proposed 4' livestock fence is within and close to a quality,NYSDEC identified freshwater wetland system and within Board of Trustee jurisdiction. It is recommended that the application is referred to the NYSDEC and Board of Trustees for review. A vegetated buffer sufficient in width and composition to maximize and retain wetland function and values and also further Policy 6.3 Protect and restore tidal and freshwater wetlands is recommended. Buffers should be designed to provide the following functions and values: a. Provide denitrification and nutrient uptake b. Slow water runoff and enhance infiltration C. Trap pollutants in surface runoff d. Trap pollutants in subsurface flow e. Stabilize soils Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner SCOTT A. RUSSELL �� MICHAEL M. COLLINS, P.E. .: SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ; TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765—1560 °� Fax. (631) 765 9015 NII '11uN , oluGl , rr'C% OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings July 7, 2021 Planner .__.w. .._.�...., ,.,.,..._...w ......M._. .w�. Southold Town Planning Department R1'.__"CEIVE1D 54375 Main Road Southold, New York 11971 ��1'H 0 �y 2021 Re: Murtha Ag Barn SCTM #- 1000 — 056. — 01 — 11.15 .. Dear Mr. Cummings: As per a request from your office, I have reviewed the Site Plan for Murtha Ag Barn prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020, last revised April 30, 2021. Please have the applicant submit a revised Site Plan that addresses the following: 1. The drainage calculations for the barn roof reference both 8' diameter and 10' diameter leaching pools. Resolve this discrepancy. 2. Provide drainage calculations and structures for the proposed gravel driveway and parking area. 3. The final plans must show details for all new design elements including, but not limited to, gravel surfaced areas, drainage structures and drainage piping. 4. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, /I/W Michael M. Collins, P.E.. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � P.O.Box 1179 54375 State Route 25 Southold, NY 11971 Telephone: 631 765-1938 (cor.Main Rd. &Youngs Ave.) � Southold, NYb, www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner lb�o Date: July 1, 2021 Re: Use Certification Site Plan for Murtha Agricultural Building 2668 Long Creek Drive, ±1500' Park Ave & Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-65.- 1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Your certification is requested by July 2.1 2021. Thank you for your cooperation, Encls: Site Plan Application Site Plan From: Baylinson, Lester Sent: Thursday,June 24, 2021 2:30 PM ^ To: Cummings, Brian A. �Cc: Michaelis,Jessica uuum�r uuuumuu,o�,,I ��uumu� Subject: TM# 56.-1-11.15 Site Plan for Murtha AG Barn 1121 Hello,there are no past or open violations at this time ok to proceed. LB Thanks. �r:: oug� 4::r��0 &' . From: Cummings, Brian A. Sent: Thursday, June 24, 2021 2:01 PM II , �. e n U� u, ��,un To: Palmeri, Allison °ati u Cc: Michaelis,Jessica Subject: FW: Murtha Ag Barn Site Plan SCTM#1000-56-1-11.15 U . 2 4 2021 � So utiii6el Nannn ng B,7an-1 lo ir p„11"'i a6 , p eti p s e„ From: Easton, James Sent: Thursday, June 24, 2021 1:54 PM To: Cummings, Brian A. Subject: Murtha Ag Barn Site Plan SCTM#1000-56-1-11.15 Re: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-5 6-1-11.15 Brian, I have no comments/concerns regarding the above site plan. Thanks, James Easton Fire Marshal, Town of Southold �ar�t,�hgrs� Jame l� squtholdto nr gov (W) 631-165-1802 .uC. PRI VELEGED AND CO NTU)I),'NT`LAC C"OMAIIUNICATION CONF'II)T NIIALITY NO71C .• This electronic Inail transmission is intended onl}r for•the use ref the individual or entity to which it is adch-essed and may contain confidential information belonging to the sender which is protected by privilege. /j'you are not the intended recipient,yoze are hereby 1704fz`ed that anY disclosure, copying, distribution, or the taking of any action in reliance on they contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender i'rnnrediately by e-mail and delete the original rrressage. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex J�fSO P.O. Box 1179 54375 State Route 25 ,"�� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) + , ✓ Southold, NY °;� Telephone: 631 765-1938 www.s outholdtowirmy.gov COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mr. Tom Stevenson, Chairman Agricultural Advisory Committee From. Brian Cummings, Planner Date: June 24, 2021 Re: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this application to you for your information, review and comments. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you. (This file may be viewed in the Town's LaserFiche under the folder. Planning, Applications, Site Plans, Pending, SCTM#1000-56.-1-11.15) OFFICE LOCATION: MAILING DRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � �� X Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planner Ibc 6kNi` Date: June 24, 2021 Re: Request for Review: Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this Site Plan Application to your committee for your review and comments. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you. Encls: Site Plan Site Plan Application Building Elevations OFFICE LOCATION: NIIAILING ADDRESS: Town Hall Annex S P.O. Box 1179 54375 State Route 25 �� + Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov CP courm ' PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Permits Examiner From: Brian Cummings, Planner t( Date: June 24, 2021 Re: Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This agricultural site plan is for the construction of a one story 2,520 sq, ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ! q P.O. Box 1179 54375 State Route 25 / Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outhol dt ownny.gov Cou�m,� " PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, Planner (. dAIA Date: June 24, 2021 Re: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-56.-1-11.15 OFFICE LOCATION: ; MAILING ADDRESS: Town Hall Annex SO P.O. Box 1179 54375 State Route 25 Q� + "" 1 Southold, NY 11971 N (cor. Main Rd. &Youngs Ave.) M . Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov wCOUNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner f-b G Date: June 24, 2021 Re: Site Plan for Murtha Ag Barn Application Name: Murtha Ag Barn Tax Map Number: 1000-56.-1-11.15 Location: Long Creek Drive, Southold Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: last revised 4/30121; Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Proiect Description: This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 4OF 5�� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 rS (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner 15C Date: June 24, 2021 Re.: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 ,��+ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outh of d t ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 24, 2021 Ms. Carol Miller c/o Southold Fire District P.O. Box 908 Southold, NY 11971 Re: Request for Review: Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Dear Ms. Miller: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 so�� '+ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner hj C Date: June 24, 2021 Re:. Proposed Site Plan for Murtha Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-56.-1-11.15 OFFICE LOCATION: : Town Hall Annex ) S0114 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) t=' Southold, NY Telephone: 631 765-1938 w ww.southoldtownny.gov Co91 INPLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2021 William Kelly 22355 Cox Lane Unit#4 Cutchogue, NY 11935 Re: SEQR Classification & Set Hearing — Site Plan for Murtha Farm Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Zoning District: A— C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 7, 2021: WHEREAS, this site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District.; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determines that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, July 12, 2021 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "Murtha Ag Barn" prepared by Nathan Taft Corwin III dated March 25, 2020 and last revised April 30, 2021. TABLED Murtha q Barn Page 2 June 9,m 2021, RESOLVED, that the Southold Town Planning Board hereby waives the public hearing for this agricultural site plan application. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Work Session — June 7, 201 - Page 2 Project Name: Wickham Road Offices SCTM#: 1000-114-11-15 Location: 12800 Route 25, Mattituck Description: This site plan is for the proposed conversion of an existing 770 sq. ft. accessory apartment to a principle office structure, no footprint expansion or basement, with four (4) parking stalls on 0.23 acres in the Hamlet Business Zoning District. Status: Pending Action: Review Revised Site Plan Attachments: Staff Report Project Name: Captain Red's Marine Sales SCTM#: ' 1000-122-6-12 Location: 9605 Route 25, Mattituck ion of a Description: This buildingte(ZIan BA is #7014)roposed for storage (no btasement) ,680 where thee metal whe there exists a 1 —story 1,168 sq. ft. office building for boat sales, storage, parking and display with 8 parking stalls on a General Business (B) and R-40 split zoned parcel totaling 1.6 acres. Status: Approved Action: Review for Extension Attachments: Staff Report Project Name: Southold Indian Museum SCTM#: 1000-70-7-18 Location: 1080 Main Bayview Road, Southold Description; This site plan is for the proposed construction of an ADA-compliant parking stall and the addition of an ADA compliant lift with new front entry to an existing museum on 1,12 acres in the R-80 Zoning District. Status: Pending Action: Review Revised Plans Attachments: Staff Report Project Name: Boisseau Avenue Farm SCTM#: 1000-55-6-37.1 Location: 850 Maier Place, Southold Description: This site plan application is for the proposed construction of a 1-story 2,520 sq. ft. building for agricultural storage, two 96' x 30' greenhouses, a gravel access road and parking area located on ±16 acres in the R-80 Zoning District. Status: New Application Action: Review for Completeness Attachments Staff Report Project Name; Murtha Agricultural Barn SCTM#: 1000-56-1-11.15 Location: 2668 Long Creek Drive, Southold Description: This site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District. Status: Pending Action: Review for Completeness Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date June 7, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Murtha Agricultural Building Applicant: Tax Map Number: 56.-1-11.15 Project Location: 2668 Long Creek Drive Hamlet: Southold Zoning District: R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: ± 20.6 acres Building size 2,520 sq. ft. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-56.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. A. Proposed construction: a. 60' x 42' (2,520sD agricultural Morton building @ 14'9" high (to the eave) and 22' 6" high (to the peak) • Wood frame, painted steel siding (unknown color), pier footings and concrete slab floor. • As per the SC Farmland Committee approval conditions, 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. • One (1) 10' dia. X 10' deep drywell proposed on west side on building • Proposed water hydrant • Livestock Fencing at 4' and 6' high I o Staff: the livestock fencing separates the livestock pasture areas from freshwater wetlands surveyed in 2003. The Planning Board effectively manage the agricultural use and the existing freshwater wetlands • 35' long driveway @ 24' wide (840sf) proposed to connect to a 16,000 sq. ft. gravel area to surround the barn. B. With reference to the Planning Board letter dated December 21 2020: a. Provide the fee for new Agricultural Site Plan applications: Flat fee of $500; Submitted: yes; b. Provide nine (9) prints of the revised site plan providing all information specified above and consistent with the Suffolk County Farmland requirements. Also to include: i. Site Plan title, ii. Test hole information, Storm water calculations and grade elevations pursuant to Chapter 236; iii, Provide location of existing residential building on Lot 5 and any of accessory buildings, including drive and access ways; Submitted: yes c. Provide five (5) building elevations and floor plans of the proposed building; Submitted: yes d. Provide specifications for any proposed exterior light fixtures. Submitted: none proposed C. Staff Analysis: with exception of the proposed building footprint, all of the actions listed above and their subsequent details are provided on the site plan consistent with the SC Farmland Committee. a. State Environmental Quality Review Act SEQRA 6 NYCRR, Part 617.5 (c) The proposed action is a Type II Action as it falls within the following description for 6 NYCRR, 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; b. Relevant farming Code sections include: o § 280-97 Right to farm (A) The Town Board of the Town of Southold finds that farming is an essential activity within the Town of Southold. Farmers provide fresh food, clean air, economic diversity and aesthetic open spaces to all the citizens of our Town. In addition, land in agricultural uses requires less tax dollars for services than does land with residential or commercial development. Accordingly, farmers shall have the right to farm in Southold without undue interference from adjacent landowners or users. For the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities. 0 (B) Agricultural activities conducted on farmland, undertaken in compliance with applicable federal, state, county and Town laws, rules and regulations, are presumed to be good agricultural practices and presumed not to adversely affect the public health safety and welfare. We find that whatever nuisance may be caused to others by such uses and activities, so conducted, is more than offset by the benefits from farming to the community. Therefore, all such activities shall be protected farm practices within the Town of Southold. § 280-99 Right to undertake protected farm practices. (A) Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing; grading; plowing; aerial and ground spraying; the use of legal agricultural chemicals (including herbicides, pesticides and fertilizers); raising horses, poultry, small livestock and cattle; processing and marketing produce; installing water and soil conservation facilities; utilizing farm crop protection devices; designing and constructing and using farm structures, including barns, stables, paddocks, fences, greenhouses and pump houses; using water; pumping; spraying; pruning and harvesting, disposing of organic wastes on the farm; extensive use of farm laborers; training and others in the use and care of farm equipment, animals; traveling local roads in properly marked vehicles; and providing local farm produce markets near farming areas. (B) These activities can and do generate dust, smoke, noise, vibration and odor. These activities may occur on holidays, Sundays and weekends, at night and in the day. Such activities are presumed to be reasonable. Such activities do not constitute a nuisance unless the activity has a substantial adverse effect on the public health, safety and welfare. III: Items to consider: 1. Accept the application as complete for review to begin the process as specified below; in addition, consider the following: a. Due to this being an agricultural application, the following items may be considered to be waived: i. Parking requirements; Staff: this building is for employee use only to store farm equipment from the farm and is not open to the public. ii. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site; iii. The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. iv. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). v. Existing zoning, including zone lines and dimensions. 4 vi. Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. vii. The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. Staff: use aerials, GIS and site visit for items ii — vii above; 2. Consider waiving the Public Hearing for this Agricultural site plan; OR, set the public hearing at tonight's public meeting, for July 12, 2021; 3. Classify the action as Type II (agriculture) under SEQRA; 4. Refer the application to: Southold FD, Ag Advisory Committee, Town Engineer, ARC, LWRP, Fire Marshall/Code Enforcement, Building Dept. J Subfnis.slorz Without cr Cover Letter E t`c NIAY ,r ralVr�i`i'� . ka nplanni Bo .�.�.. ......�...r.._..... N u ro gr....._ . . SCTMA: 1000 s 'S(O Date: Co eats: L1290-42 RC-44 n RC66 410900 P14H1 LefOt OH RighOt OH Engineerin Job Mark g 116L440804�q��-�HE lie IOU Y Ho 1-3-8 o, " D #11 25x11 25 F_ W1. � .. ..., E SPL ,�''y r , SPL C � 1,/�" �C1 1 ..,. 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TRUSS WEIGHT: 430,2 mf4s Online Plus -- Version 30.0.069 13C V Cl 0 0.01 41.8' it Type Plt Size X Y RUN DATE: 05-MAY-21 B MN20 2.5x 5.0 Ctr Ctr LC# 3 Nonstandard Loading C# MN20 11.2xll.2 Ctr Ctr Southern Pine lumber design Dur Fctrs - Lbr 1.60 Plt 1.60 D# MN20 11.2x12.5 Ctr Ctr values are those effective plf - Dead Live* From To E MN20 11.2xll.2 Ctr Ctr 06-01-13 by SPIB//ALSC UON TC V 41 0 0.0' 41.8' F MN20 2.5x 5.0 Ctr Ctr CSI -Size- ----Lumber---- BC V 0 0 0.01 41.81 M# MN20 5.Ox 6.2 Ctr Ctr TC 0.93 2x 8 SP-2400f-2.OE TC N 0 128 0.01 20.91 S1 MS18 7„OxIG.0 Ctr Ctr BC 1.01 2x 8 SP-2400f-2.OE TC N 0 90 20.9' 41.81 L# MN20 8.8x 8.8 Ctr Ctr WB 0.57 2x 4 SP-#1 J# MS18 7.Oxl6.0 Ctr Ctr WG --- 2x 8 SP-#1 Membr CSI P Lbs Axl-CSI-Bnd I# MN20 8.8x 8.8 Ctr Ctr ----------Top Chords---------- S2 MS18 7.Oxl6.0 Ctr Ctr Brace truss as follows: A -B 0.93 10655 C 0.18 0.75 H# MN20 5.Ox 6.2 Ctr Ctr O.C. From To B -C 0.73 10255 C 0.27 0.46 TC 24.01' 0- 0- 0 41- 9- 0 C -D 0.42 10051 C 0.15 0.27 # = Plate Monitor used BC 72.01' 0- 0- 0 41- 9- 0 D -E 0.42 10051 C 0.15 0.27 Placement Tolerance Used 0.12 in. One 2x4 T-Brace E -F 0.73 10255 C 0.27 0.46 L -D F -G 0.93 10655 C 0.18 0.75 REFER TO ONLINE PLUS GENERAL Attach to 1-1/2" edge w/10d --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR nails at 6" o.c. T-Brace A -M 1.01 9946 T 0.86 0.15 ADDITIONAL SPECIFICATIONS. must cover 90% of web length M -S1 0.86 9963 T 0.72 0.14 and have a MOE >= 1.40E6. S1-L 0.66 9983 T 0.72 0.14 NOTES: L -J 0.34 8049 T 0.33 0.01 Trusses Manufactured by: psf-Ld Dead Live J -I 0.34 8049 T 0.33 0.01 Morton Buildings , Inc. TC 9.0 20.0 I -S2 0.78 9983 T 0.41 0.37 Analysis Conforms To: BC 0.0 0.0 S2-H 0.84 9983 T 0.41 0.43 TPI 2007 TC+BC 9.0 20.0 H -G 0.98 9946 T 0.41 0.57 Run vertical thru bottom chord Total 29.0 Spacing 90.0it° -------------Webs------------- Joint J Lumber Duration Factor 1.15 B -M 0.07 581 C NOTE: USER MODIFIED PLATES Plate Duration Factor 1.15 M -C 0.25 310 C This design may have plates Fb Fc Ft Emin C -L 0.40 1507 C selected through a plate TC 1.00 1.00 1.00 1.00 L -D 0.39 2359 T 1T-Br monitor. BC 1.00 1.00 1.00 1.00 J -D 0.22 1323 T Max comp. force 10655 Lbs D -I 0.57 2359 T Max tens. force 9983 Lbs Total Load Reactions (Lbs) I -E 0.40 1507 C Connector Plate Fabrication it Down Uplift Horiz- E -H 0.14 178 C Tolerance = 10% A 4540 1607 G 266 R H -F 0.07 581 C This truss is designed for a G V540 1258 G creep factor of 1.5 which G = Gravity Uplift TL Defl -1.02" in M -L L/479 is used to calculate total LL Defl -0.611' in M -L L/803 load deflection. it Brg Size Hz Disp LL DL TL A 5.511 it G 0.2411 0.161r 0.4111 G 5.5" Shear // Grain in A -B 0.67 LC# 2 Dead Load Check Plates for each ply each face. Dur Fctrs - Lbr 0.90 Plt 0.90 Plate - MN20 Gross Area plf - Dead Live* From To Plate - MS18 Gross Area TC V 68 0 0.01 41.8' Plate - MN18 Gross Area Online Plus-®Copyright MiTek®1996-2017 Version 30.0.069 Engineering-Portrait 5/5/2021 10:27:51 AM Page 1 MORTON Sr INI�C. www.mortonbuildings.com Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 1 1 935-1 1 59 Fax: 631/734-4061 To:Town of Southold Planning 5-5-2021 Fr:William Kelly Re: Murtha Ag Building SCTM#1000-56-1-11.15 C E. . E Attached MN 0 6 2021 1) Copy of letter from planning dated 12-11-2020 L, - ,irG�Yr'it�ial 2) Narrativer r r7u` W 3) (9) copies of revised site plan 4) (5)copies of building plans 5) No exterior lighting proposed Respectfully Bill Kelly Authorized Agent 631-235-9841 Excellence—Since 1903 IZI WI i"I I II0(�2' R Milk n,,v, 'M'010 A'mwx� 5!C a if'u pwtuo,l �'' �uug4l�rrllii u V V9 7P & rr� 1/ (93 1 raw. 1938 Iw !'^" 'w III j C h.o�tilA III c,vvlii"i.:IIn y µ,VS,,., t, Tr 11IN't`4 OF, 80W. III. III,RYII �I), December 11, 202 Mr,, Wflfiam Kelly 22355 Cox Lane, Unit Re: Proposed Site Plea f r Murtha AgricultUral Building 2668 Long CreekDrive, w 150 ' Perk Ave & Long Creek Drive,ve, Southold uthol Dear Mr, Kelly: h �. uri writing as a t 1Vrn .up to the Work Session geld on December T, ~ g,uer the Planning Board deterniliried that the above-referenced Site Mari Application its r°�nun�n Nast t� l;ihi °t�rt�uun �� utu�rrnutt. � rtFnnta�Fh�gtu 'tuaVf r �urn „ it � necessary��u°� try inc rn F t . Before the Board c rr IFS x owing directly to this dep rtinnen,t. 1. Provide the tee for, new A rt uhtur ll Site Plea pphlic .tgon ; IFlat tee of 5 „ 2. Provide a narrative explai in the proposed fivestock operation; Provide rrnFnumurrn of inhrr O revised Site FIans Fncludlng the yeah stamp and signature of the h S lic(',.nsed professiona J,,)reparing the jpCa n, canrn g t nt with the u ffof k Colunty IF* rrM nd reqLJrernerrls grid including the following: Additional 'tire site 1pl n may be necessary in order to provide clear, le gitfl ; plans thateffectively convey afl necessary nnt'orrr atnoll. Site Plan tithe, Test tml Aunt rm to n, Storryi water calUflations andit tug / iunished grade eMevations lPUr u.rarrt to Chapter 2 ; +irrr it ��..q.� Buurirlir��wp rA ' �', i�� <,�rrr��rr� iwh;, 2020 irtir �r° � �r Arp iderA ied rn the Sr,iflt')ik C�OLlrgy � ��rrr�uirrrrr� r�p.ri,rr� ��V iri('Auding drainage age rrriraStrrr rrre, water. hydrant and water. drougc"r rrrrdergr(-.tarrrd r.rtipity irr°e, grav6 rririvevvary and gravel area. 1:31r i poca ion of existing residential per„filth g on Lot 5 and ainy accessory k)uip inns, drive and access ways-, Add the following rraat tpon to the p lan- o I he barn n h pll be t,jsed for agr icupturral quipr,r'm"ulent (SLrr pr as tractor airid mower) and for feed and hay storage. 1_1 r re w llp be r of electric service to the barin at this time, w Provide five ) buflding elevations and floor plarria of ff-ie proposed buii ing; 5 Provide cut sheet specifications, iocation and quantity for ally propose exterior light fixtull"es, if you have any questions regardlng this Site; p„lian or Its process, please do not p°raaita.ta to cnapp this ffic , RespectfuHy, per is ri rrrrirr rrngs Planner ner GERARD & ROBIN MURTI....IA May 3, 2021 To: Town of Southold As requested, regarding written narrative, job plan for barn use. We will be needing the barn for typical agricultural use. We will store tractor, tractor implements, brush hog, rototiller, disc and other various tools used for agricultural maintenance, as well as storing feed for livestock. Sincerely, Gerard and Robin Murtha OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) h1.� � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov co RZ PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 11, 2020 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for Murtha Agricultural Building 2668 Long Creek Drive, ±1500' Park Ave & Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on December 7, 2020 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide the fee for new Agricultural Site Plan applications: Flat fee of $500; 2. Provide a narrative explaining the proposed livestock operation; 3. Provide a minimum of nine (9) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan, consistent with the Suffolk County Farmland requirements and including the following: Additional pages of the site plan may be necessary in order to provide clear, legible plans that effectively convey all necessary information. - Site Plan title; - Test hole information, Storm water calculations and existing/finished grade elevations pursuant to Chapter 236; Murtha Aq Buildin Page 12 December 1 020 - Improvements identified in the Suffolk County Farmland approval including drainage infrastructure, water hydrant and water trough; underground utility line, gravel driveway and gravel area; - Provide location of existing residential building on Lot 5 and any accessory buildings, drive and access ways; - Add the following notation to the plan: o The barn shall be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. There will be not electric service to the barn at this time. 4. Provide five (5) building elevations and floor plans of the proposed building; 5. Provide cut sheet specifications, location and quantity for any proposed exterior light fixtures. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Planner 9 _ Session —Decemmber 7, 2020 — Page 2 Southold Town Plannin Board.Work S Project Name: North Fork Self Storage III SCTM#; 1000-96.-1-1.3 g _ Location" 65 Commerce Drive, Cutcho ue This site plan is for the proposed construction of two (2) 2-story self- Description: storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Pending Action: Referral Review & SEQRA Attachments: Staff Report Project Name: Orient Point Conservation Subdivision SCTM#: 1000-14-2-29.2 Location: 32357 Old Main Street, Orient This proposal is for a 75/75 clustered conservation subdivision of 36.13 acres, currently comprised of six parcels, SCTM#1000-14-2-29.2, SCTM#1000-14-2-29.3, SCTM#1000-14-2-29.2, SCTM#1000-19-2-2, Description: SCTM#1000-19-2-3 and SCTM#1000-19-2-12.2 into 6 residential lots ranging in size from .91 acres to 1.83 acres and a 22.54 acre lot and a j 2.188 acre area from which development rights are proposed to be sold to the Town of Southold, in the R-80 and R-40 Zoning Districts. Status: Pending Action: Review Public Comments and Referrals Attachments: Staff Report Project Name: Fishers Island Airport Hangar SCTM# 1000-12-1-18 Location: Whistler Avenue, Fishers Island This site plan is for the proposed construction of a 4,200 sq. ft. aircraft Description: hangar and ±13,790 sq. ft. of paved access and tarmac area at an existing airport on 192 acres in the R-400 Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Murtha Agricultural Barn SCTM#: 1000-56-1-11.1541 Location: 2668 Long Creek Drive, Southold This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The Description; agricultural building is proposed on a 20.6 acre farm (SCTM#1000-65.- 1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Status: New Application Action: Review for Completeness of Application Attachments; Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date December 7, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Murtha Agricultural Building Applicant: Tax Map Number: 56.-1-11.15 Project Location: 2668 Long Creek Drive Hamlet: Southold Zoning District: R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: ± 20.6 acres Building size 2,520 sq. ft. III: Completeness Review See attached checklist for Site Plan Requirements. This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The agricultural building is proposed on a 20.6 acre farm (SCTM#1000-65.-1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. A. Proposed construction: a. 60' x 42' 2 520sf) agricultural Morton building @ 14'9" high (to the eave) and 22' 6" high (to the peak) • Wood frame, painted steel siding (unknown color), pier footings and concrete slab floor. • As per the SC Farmland Committee approval conditions, 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. • One (1) 10' dia. X 10' deep drywell proposed on west side on building 1 0 Proposed water hydrant • Livestock Fencing at 4' and 6' high o Staff: the livestock fencing separates the livestock pasture areas from freshwater wetlands surveyed in 2003. The Planning Board may want to get an updated wetland survey in order to effectively manage the agricultural use and the existing freshwater wetlands • 35' long driveway @ 24' wide (840sf) proposed to connect to a 16,000 sq. ft. gravel area to surround the barn. B. Staff Analysis: with exception of the proposed building footprint, all of the actions listed above and their subsequent details are not provided on the site plan. All of the proposed improvements should be shown on a site plan consistent with the SC Farmland Committee. V: Planning Board items to consider: 1. Find the above referenced site plan application as incomplete and require the following to be submitted before it is processed any further: a. Provide the fee for new Agricultural Site Plan applications: Flat fee of $500; b. Consider if the Board wants to require an updated wetland survey (last completed in 2003) in order to effectively manage the agricultural use and the existing freshwater wetlands on site; c. Provide a narrative explaining the proposed livestock operation; d. Provide nine (9) prints of the revised site plan providing all information specified above and consistent with the Suffolk County Farmland requirements. Also to include.- 1) Site Plan title; 2) Test hole information, Storm water calculations and grade elevations pursuant to Chapter 236; 3) Provide location of existing residential building on Lot 5 and any of accessory buildings, including drive and access ways; e. Provide five (5) building elevations and floor plans of the proposed building; f. Provide specifications for any proposed exterior light fixtures.. Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Murtha Ag Building Completed by: Brian Cummings Date: December 7, 2020 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $500 flat below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. Short (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way Waive: use GIS, within 500 feet of property lines. If none exist within 500 aerials, site visit feet of the subject property, indicate the distance to the X nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive: use GIS, adjoining lands within 500 feet, as shown on the latest X aerials, site visit tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed 9 Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. �l (k) Site plans drawn at the scale of one inch equals 20 feet, If all required information cannot be shown clearly on X one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, Contours referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation �I and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the X site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and X aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive: use GIS, including curbcuts, within 200 feet of the boundary of the X aerials, site visit subject property. Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring Waive/Ag structures, such as off-street parking and loading areas X and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address X systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot X contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, X Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity N/A and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground X transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. X Notes; Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. n Checklist for Site Plan Application Completeness I _ ,-__ _ f:IUani nun Board E �IIIVm SOUT OLD PLANNING BOARD F r , D 0 SITE .PLAN APPLICATION FORM t Site Plan Name and Location B o� r Site Plan Name: � � Application Date: zo Suffolk County Tax Map#1000- 15�. - S Other SCTM#s Street Address: mmmm Hamlet: TI Distance to nearest intersection: S �-.F --,To F i,4--AVk-.. Type of Site Plan: YNew Amended Residential Zoning District A Owners/Agent Contact lnfdrmatiori Please list nanw, Inailita ae,cIr ss, and hone number fey the people below: Property Owner .. Street Z : Lj,a cP,t �. . Cit ....State r L„ j Zip Home Telephone p j� Other -,.. �� Applicant Street State .M� lip Home Telephone �wm�.......... ..-Applicant's Agent or Re...._....... ..._. .m....... ... ........ presentative: Contact Person(s)*_w... Streets= 1.-.c.l `ll. ................... .. .. City �.. � � F State ��....� ..... .. zip- OfficeTelephone Other , l- * requested, here. Unless otherwise correspondence will be sent only to the contact person noted mmmmm Site Plan Application Form 211812010 Site Data Proposed construction type: New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: ac./s . ft. Site Plan build-out acreage or square footage: �ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes;, explain Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YXN If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:mmmm � 1 _ List all proposed property uses. , Other accessory uses: �j,Ak(� At;.> <1 �011 Existing lot coverage: d % Proposed lot coverage: !!� Q0/0 Gross floor area of existing structure(s): Q sq. ft. Gross floor area of proposed structure(s): G� Parking Space Data: #of existing spaces: #of proposed spaces: Loading Berth: Yes Noy Landscaping Details: Exis ting landscape coverage: % Proposed ro osed landscape cov...e...r..�ag...e %.... ....... 00' of a wetland area? Yes No Maybe Wetlands: Is this property within 5.. ...... I, the undersigned, certify that all the above information is true. Signature of Preparers — Date: ZO D 2 Site Plan Application Form 211812010 m APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at &J I M 1 in the State of New York, and that he is the owner of proyerty located at . _ ...:. _ w or that he is the of the (Title) (Specify whether P w or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. p Signed Owner Signed__..............................w�.w ---.mm........... ... _mm (Partner or Co ate Officer and Title) Sworn to me this ... day of twin A.M040Y Notary Public .02o4 liji in Nassm any V,C Mmjssim x Alle 3,20 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: LL 43 Last, First,middle initial unless you are applying in the name of someone else or other entity, such as a company. ff so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No If you answered"Yes"complete the balance of this x'ar7 and date and sign where indicated. Name of the person employed by the n of Southold ..... ... Title or position of that person Describe the relatio tp between yourself(the applicant)and the town ce r employee. Either check the appropriate lii through D and/or describe in the space pra�v ' P g ( p l The n officer or employee or his or her Dose ring, or child is check all that a A.the owner of gre, ' than 5%of the shares of the corporate " of the applicant(when the applicant is a • oration); B.the le=° or beneficial owner of any interest i • ioncorporate entity(when the applicant is not a�an officer,)a er, .ww director,partner or ern ee of the applicant;or D.the actual applican Description of Relationship. ; . .....-- Submitted this day of 20 Signature Print Name Disclosure Form To: Town of Southold Building Department From: Gerard Murtha 2662 Long Creek Drive Southold, NY 11971 Re: Authorization Letter for SCTM # 1000—056.00—01.00—011.015 I, Gerard Murtha, Owner of property SCTM #1000—056.00—01.00—011.015, Located at 2662 Long Creek Drive, Southold, NY, in the Town of Southold, hereby authorize William Kelly to act as Agent handling all necessary work involved with the Southold Town Building Dept., in order to acquire permission to construct a Morton barn at the referenced property. Signature of Owner _— Sworn before me this day of in the year w Notary: Edwin A.hfollo+ Notary Public,State of New'�( ` No,02MO4,526463 Qualffied In Nassau County Commission EXPOW JUM 30,2022 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOi 111101,I),N.Y. NOTICE OF DISAPPROVAL 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 cog truct an agriUllftffal story c building,at: Location of property: 2668,1.ong ("reek Drive, Southold, N1' 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 2 0-127,. flit, t1t�jjjq� �c wires site plati a proval from the Southold Towti Planning Board. You may now ap. ly to this agency directly. . I AtNtltot t o Signat:uiMe 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 COUNTY OF SUFFOLK r 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 w 100 VETERANS MEMORIAL HWY,2nd FI n, P.O.BOX 6100 z HAUPPAUGE,NY 11788-0099 0 (631)853-5191 '1(1 'rare ,"up fVo. 1000 0)6 011...01 61111..01 1.01.5 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. Sa�iccrcly, ,k: :tt11 R. l a 11C 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) Attachment 1 ... __ IM ��i � X(:DUNT"Y",1111 (wr YOREL kitq J (4 I m � i . a a k� J A (, i - u doh i rini ✓ " "�i"w. A �a o" tl"" wn° it VY��w(J t V a 1 Zoo its H,oau g 11Di EI]LEI,",LAND I Tav''a�"I Y 1d4 bd�. " tTiaa: �,re, � m�Mw m ur rriwa", ixr ie. s 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 2°d 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 o of East Hampton BALSAM,Ale_ Town..... _...,. __....... ✓ BARNETT,Russell K. Town of Smrthtown... m_ BIONDO, Vincent Town of Babylon ✓ BUSH, Ronald CORWIN Nate At-Large FOSTER, Lee Town ofSou to n ✓ .� �.. .. w_.. .. . ngton ✓ JOHNSON, Howard Town of Hunti_ ✓ .,,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 mmmmm ✓ _._U � . ...✓ f Southold MDD, Stephen_.. � Town o- .... . __ ......... MURPHY, Eugene Town of Islip ✓ . NOLAN..Rob m ...._ m �.......� ..._.� ........ Town of Brookhaven _- .. ROTTKAMP,Jeffrey Town of Riverhead ✓ .w _RUCKDESCH ust Ex-Officio SCEDP SCHEER, Charles F., Jr. At-Large SCHMITT,Albert At-Lar e ✓ cBEL Her e ZAWESKI,Mark . ..-�.. At Lard-......_ ... ...-�..- �. �-. �.. At L a 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 ATTACHMENT 1 ....... 8i�2 RY O LOT -- rf amaz av� �Y y �4 j ( b a �I Q m x J, a, v" � r 1 v �U11 'Un n - f e J a w \i f1" P y fG 4 1t tIL ev I � d J J /'f II m uw'xwrT,~ V.J 1 T':t RAC m r�n~�, if�, A4V.wV V;��',ki�II.hI IIATSVD ,�V�l"6FY""w!uOR S.C. Farmland Committee Meeting 9/28/2017—Reso. No. FC-33-2017 Page 3 of 3 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its ' .gip includes all m of SoutholdTown beneficial a��cl adverse �I'ects upon the ccaasta�, [ a�. hch ludes 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each ,answer roust be explained in detail listing, both supportingand non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be a i dertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# CJ1 DC> PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board'Lf`3 Building Dept. ❑ Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital El construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: -T l.. V AOD Location of action: Z Site acreage: 4!5- Present land use: Present zoning classification: A c- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code( ) JS (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 11 No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes No Not Applicable Attach additional sheets_...._ � ... ......... .... �....._.,,,,,, ._..�....... ......... .... ...._..�,.. if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ sP No ICJ Not Applicable Attach additional..___. ._ ... m..m.. ...�m, ._�....�.�...... ,��... ....�..�...._ .... ....� sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI—Policies Pages 6 through 7 for evaluation criteria L Yes ❑ No [K Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria El Yes No V Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes 1:1 No Not Applicable Act Liciw� Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes [—] No %Not Applicable Attach.�.,. .a -......."" mm. mm_ dditional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F] Yes NoTZ Not Applicable -EKE A- 01 Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes F1 No X Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. Yes ] No Not Applicable Attach'additional'sheets i is f necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes [:1 No X Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ICJ Not Applicable 44 Attach additional sh......... ...,�_ ..._ ....� .... .... ..—..��. ., .�._ eets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. LQl Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. F] Yes ❑ No Not Applicable PREPARED BY TITLE_4�ju DATE w Arik� Amended on 811105 OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex OF SO _ P.O. Box 1179 54375 State Route 25 �� + ` � 5 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) is Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov AF U0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 6, 2021 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & T e Tax M x Ma # Amount e yp p t Check Date/No. lNo. Murtha ......_ _._ . .. ... .. ...... $5._�,�. _ .....�..�.. Ag. Building 56.-1-11.15 5/3/2021 00.00 #134 ALP Att. 1-2/210 134 0� MU,RTHA FARMS INC. RATE � I PAY TO THE �, �� .,,...._.;.ate-7 .�`"' "�...�...--...._...._......._...�........,,�.. CYOkI P.....�, �. 4 CHASE �r 1PMorgan Chase Bank,N.A. www.Chase.com IMP MEMQ 'r 2 L 7 7 0 7 2 9 5 u 0 0 2 L 0 0 0 0� ..w�� ..�.r. -1'. 2 L�: "� L 31. �w o