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1000-108.-4-1.3
: Ekf--- IF: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT —soru nNo ;=uwn SOUTHOLD,N.Y. Dan nq B ara NOTICE OF DISAPPROVAL DATE: December 11, 2019 RENEWED: February 6, 2020 TO: Abigail Wickham(Showalter Farms LLC) PO Box 1424 Mattituck,NY 11952 Please take notice that your application dated November 21, 2019: For permit to: construct facility for indoor horse training and agricultural equipment storage at: Location of property: 18625 Route 25. Mattituck.NY County Tax Map No. 1000—Section 108 Block 4 Lot 1.33 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127. ft2ropqsed use requires site elan approyal from the Southold Town Planning Board. Note: The proposed construction requires Special Exception approval from the Zoning Board of Appeals. You may now apply to these agencies directly. i Author ed Signature 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, ZBA RECEIVED 1 DEC I '1, 2019 FORM NO. 3 ' loutho= down TOWN OF SOUTHOLD Planning Board BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:December 11, 2019 TO: Abigail Wickham(Showalter Farms LLC) PO Box 1424 Mattituck,NY 11952 Please take notice that your application dated November 21, 2019: For permit to: construct facility for indoor horse training and agricultural equipment storms at: Location of property: 18625 Route 25.Mattituck.NY County Tax Map No. 1000—Section 108 Block 4 Lot 1_3 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII. Section 280-127,, thposed use requires site plan approval from the Southold Town Planning Board. Note: The proposed construction requires Special Exception approval from the Zoning Board of Appeals. You may now apply to these agencies directly. t Authorized Signature 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, ZBA ` , SHEET SITE LOCATION AND BUILDING DESCRIPTION: GENERAL ABBREVIATIONS: WELDING: SITE LOCATION: 18625 MAIN RD TOS TOP OF STEEL/TSL TOP OF SLAB I GALV.GALVANIZED/ 1.ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MATTITUCK,NY 11952 END FOUNDATION/EL ELEVATION/RND.ROUND/ AWS D1.1 AND D1.3. SUFFOLK COUNTY GA GAUGE/DIA.DIAMETER/TYP.TYPICAL/LBS.POUNDS/ 7431669 CL CENTERLINE 2.REFER TO AWS PUBLICATION D19.0-72:WELDING ZINC-COATED STEEL ' BUILDING SIZE: 73'X 120':8,760 SQUARE FEET AND"WELDING GUIDELINES"PUBLISHED BY ALLIED TUBE AND CONDUIT- 8779678 BUILDING TYPE: PRE-ENGINEERED FABRIC STRUCTURE SITE CONDITIONS: CONSTRUCTION TYPE: IIB HARVEY ILLINOIS,FOR RECOMMENDED PROCESSES AND PRACTICES c 6"""" — -- FABRIC: IPG FRU88X-6 400 FIRE-RATED(PER NFPA 701) 1.NEITHER CLEARSPAN NOR THE BUILDING ENGINEER HAVE VISITED THIS FOR WELDING GALVANIZED STEEL GENERAL NOTES: JOBSITE.INFORMATION CONTAINED HEREIN IS BASED ON CLIENT 3.ALL SHOP WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS. SUPPLIED DATA AND MEASUREMENTS.THE DESIGN AND DEPICTED 1. DESIGNED IN CONFORMANCE WITH THE STRUCTURAL PROVISIONS OF FABRICATION,ERECTION,AND FOUNDATION DRAWINGS ARE ONLY PAINTING AND TOUCH-UP: THE NY STATE BUILDING CODE,2015 EDITION. VALID FOR THE EXACT DESIGN PARAMETERS AND COMBINATIONS OF PARAMETERS DOCUMENTED.NEITHER CLEARSPAN NOR THE BUILDING 1.AFTER SHOP FABRICATION,PAINT ALL BARE STEEL,WELDS,AND ABRADED � .. � 2. DESIGN LOADS: ENGINEER SHALL BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ~p. ^-'-' ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.WORK SHALL AREAS WITH COLD GALVANIZING COMPOUND CONSISTENT WITH A.FLOOR LIVE LOAD: N/A BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. GALVANIZED TUBE MANUFACTURER'S RECOMMENDATIONS FOR COLOR B.ROOF LIVE LOAD: 12 PSE CLEARSPAN AND/OR THE BUILDING ENGINEER SHALL BE NOTIFIED AND AND COMPOSITION.PRIOR TO TOUCH-UP,CLEAN WELDED AND ABRADED C.ROOF SNOW LOADS: GIVEN AN OPPORTUNITY TO RE-EVALUATE THEIR WORK UPON AREAS WITH A WIRE BRUSH.SURFACES MUST BE CLEAN AND OIL FREE. DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO ft fl Pq CB (GROUND SNOW LOAD)=20 PSF MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND 2"AFTER FIELD INSTALLATION,TOUCH-UP ANY FIELD WELDS AND DAMAGED (SNOW EXPOSURE FACTOR) INSTALLATION OF MATERIALS. AREAS WITH COLD GALVANIZING COMPOUND. =0.9(FULLY EXPOSED TERRAIN CATEGORY C) STEEL: ERECTION AMD FIELD OUAU CONTROL; Ct (THERMAL FACTOR)=1.2(COLD ROOF) Is (SNOW IMPORTANCE FACTOR)=1.0(RISK CATEGORY II) Pf (FLAT ROOF SNOW LOAD)=15.1 ESE 1.UNLESS OTHERWISE NOTED,ALL STRUCTURAL STEEL TUBING SHALL BE 1.THE ERECTOR IS RESPONSIBLE FOR DESIGNING AND FURNISHING ALL Ps (SLOPED ROOF SNOW LOAD)=Cs Pf GALVANIZED,MIN.YIELD STRENGTH 50 KSI,AND SHALL MEET OR EXCEED TEMPORARY BRACING,SHORING,AND/OR SUPPORT THAT MAY BE Cs (SLOPE FACTOR)=AS DETERMINED FOR GABLE OR THE REQUIREMENTS OF ASTM A500. REQUIRED AS THE RESULT OF ERECTOR'S CONSTRUCTION METHODS ARCHED ROOF PER ASCE 7(BALANCED AND AND/OR SEQUENCES. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNBALANCED LOADING CONDITIONS CONSIDERED) 2.UNLESS OTHERWISE NOTED,STEEL PLATES SHALL COMPLY WITH ASTM UNIT UPON COMPLETION. THE STRUCTURAL ENGINEER ASSUMES NO ---------------.....,, SNOW DRIFTING FROM ADJACENT BUILDINGS,STRUCTURES,OR A572 GRADE 50 OR EQUAL FOR 3/16"OR GREATER THICKNESS AND ASTM LIABILITY FOR THE STRUCTURE DURING ERECTION. ANY OTHER HORIZONTAL SURFACES HAS NOT BEEN CONSIDERED, Al 011 GRADE 50 OR ASTM A653 GRADE 60 OR EQUAL FOR LESS THAN 3/16" THICKNESS. 2.NO MODIFICATIONS OR ALTERATIONS(OTHER THAN THOSE SHOWN ON D.WIND DESIGN DATA:(MAIN WIND FORCE RESISTING SYSTEM) THE DRAWINGS)SHALL BE MADE IN ANY STRUCTURAL MEMBER OR 3.ALL STRUCTURAL STEEL IS TO BE FABRICATED IN ACCORDANCE WITH CONNECTION WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER. V (ULTIMATE WIND SPEED)=140 MPH THE LATEST EDITION OF AISC"SPECIFICATION FOR THE DESIGN, Kd (WIND DIRECTIONALITY FACTOR)=0.85 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." Kzt (WIND TOPOGRAPHIC FACTOR)=1.0(ASSUMED) EXP (EXPOSURE CATEGORY)=C BOLTS: `u GCpi (INT.PRES.COEFF.)_+/-0.55(PARTIALLY ENCLOSED) # p Cp (EXT.PRES.COEFF.)=AS DETERMINED FOR GABLE OR ARCHED ROOF:PER ASCE 71.UNLESS OTHERWISE NOTED,ALL BOLTED CONNECTIONS SHALL USE u. U x 8 GRADE 2 OR A307 OR BETTER BOLTS WITH COMPATIBLE WASHERS AND COMPONENTS AND CLADDING WIND PRESSURE:PER ASCE 7 NUTS OF DIAMETERS INDICATED ON PLANS.BOLTS NEED ONLY BE x TIGHTENED TO THE SNUG-TIGHT CONDITION.THE SNUG-TIGHT CONDITION - - E.EARTHQUAKE DESIGN DATA: (EQUIV.LATERAL FORCE METHOD) IS DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN SEISMIC DESIGN CATEGORY=B IMPACT WRENCH,OR THE FULL EFFORT OF A MAN USING AN ORDINARY RISK CATEGORY=II,SEISMIC IMPORTANCE FACTOR=1.0 SPUD WRENCH. Ss=0.153 g,S1=0.056 g,SITE CLASS:D SDS=0.163 g,SDI=0.089 g Cs=0.054,R=3,SEISMIC BASE SHEAR=1.85 KIPS BASIC SEISMIC-FORCE-RESISTING SYSTEM=STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE. C BLES ND ARDWARE: 3. THE TRUSSES ARE DESIGNED TO ACCOMMODATE LIMITED ADDITIONAL 1.ALL CABLE SHALL BE GALVANIZED STEEL,MULTIPURPOSE,7X19(UP WEIGHT.ADDITIONAL LOADS,SUCH AS FOR LIGHTING,HEATING,AND TO 3/8"DIA.)OR 6X26(1/2"DIA.)CLASS STRAND CORE COMMERCIAL §LL w VENTILATING EQUIPMENT,SHALL NOT EXCEED 500 LBS.PER GRADE,OF DIAMETER INDICATED. ASSEMBLED TRUSS,WITHOUT THE WRITTEN APPROVAL OF THE DESIGN $w £a °z ENGINEER.LOADS SHALL BE APPLIED AT PANEL POINTS(POINTS OF 2 CABLE SLEEVES SHALL BE INSTALLED PER MANUFACTURER'S zrOy w2 CONTACT BETWEEN TRUSS WEB AND CHORD),AND SHALL BE BOX BOLT HOLE SIZES&r $a== °" L9 RECOMMENDATIONS. 3a �w DISTRIBUTED SO THAT NO MORE THAN 150 LBS.IS SUSPENDED FROM INSTALLATION TORQUE, o a w ANY SINGLE LOCATION. ����� ������������� '--""" _,. a 3.USE THIMBLES WITH CABLE SLEEVES IN ALL LOOP-END APPLICATIONS. BOX BOLT DIA. HOLE DIA. INSTALLATION dm 9 $ u TORQUE ..... ......_, 4.TENSION CABLES AT TURNBUCKLE TO TAUT CONDITION(STRAIGHT AND 1/4 7/16" 14 FT LB D—NG oerAILs L REFER TO FOUNDATION DRAWINGS BY GREG RILEY.. NOT SLACK OR LOOSE). �� nv 5/16" 9116" 18 FT-LB etre v+azure 3/8 3/4 33FT-LB REVISIONS 5.TIGHTEN CABLES SEQUENTIALLY TO AVOID TWISTING OR DEFORMING a STRUCTURAL ELEMENTS DURING ERECTION RECHECK PREVIOUSLY TIGHTENED CABLES UNTIL ALL CABLES ACHIEVE TAUT CONDITION. _, 1/2 13116" 59 FT-LB ., 5/8 1-1/16' 140 FT LB , SHACKLE WORKING LOADS 3/4 1-5/16' 221 FT-LB -^. .... 1/4"GALV 11 KIPS 1 REFER TO BOX BOLT TECHNICAL DATA FOR MORE ET: n ""' """ INFORMATION IF USING BOX BOLTS SHEET. 111"G LV. _-391 __ r' w..w B1 DOOR CALL-OUTF- DOOR SIZE^ ......................................W........ ...TIM..ln... ........ I I A SUPPORT BASE.............................. ..... OUTER CHORDGALV.'FiNI5.'STE'EL TQ E- ,"3 5" -11 GA INNER RND,STEEL TUBE-0 3.5" ORDER# -------- .............................111111-11-1-1............... 7431569 ---------- ......,WEB(STRAIGHT) GALV RIND,STEEL,TUBE,-,0 J.25" 14 GA WEB(ANGLED) GALV,.RNP.STEEL TUBE-0 1.9",2.375" 14 GA ".18719676 PIVOT PLATE(CHORD)_ STEEL PLATE, PIVOT PLATE_(IRPLIND) SEGMENT............................................................... GA ----------- OUTER CHORD............................ GALV.R�N�D�.-�S-T-E-E�L-T-U-B-E---03-.§-"--8 INNER CHORD GALV.RIND,STEEL-TUBE-0 3.5" 8 GA WEB(STRAIGHT) GALV.RND.STEEL TUBE-0 1.25" -14 GA WEB (ANGLED) GALV.RIND.STEEL TUBE 01 12.375�............ q._,S�EGMENT RIND.STEEL TUBE .6 14 GA rG) OUTER CHORD 11 GA INNER CHORD GALV.RIND.STEEL TUBE-0 3.5" 11 GA cl .................................. ......................................................................... .............................................................. WEB STEEL TUBE-0 1.25 -IA�PA_ WEB ANGLED GALV.RIND.STEEL TUBE-0 1.9" -14 G D BASES E N'TA,L............................................... �sttll((PLATE""i qt'tHic k ................................................. VERTICAL(ROUNDED) PTEEL.PLATEL3§"THICK THREADED STUD CFL FULLY THREADED STUD-1/2"-13x 1" G U S S E T S STEE "'o E THICK BRACING .... . ....... ......................... TUBE-0 3.5" -14 GA GALV.RND.STEEL k' E2 LATERAL BRACING ID) GALV.RND.STEEL TUBE-0 2.875" 14 GA ......... ..........................................._ I : , B -0 2.875" 14 E3 ANGLED BRACE GALV.RND STEEL TUBE GA 1/4"PLATE W/1/2"X 2"STUDS THREADED STUD PLATE ............... .................. ..................... ................ _ AB CONNECTION PLATE STEEL PE.1/4"THICK F CABLE ASSEMBLY SEE SHEET G3 A C CABLE CONNECTION PLATE STEEL PLATE 5/16"THICK .................... G SEE SHEET G3 SWAY .......................... CABLE CONNECTION PLATE STJEgL.FLATE,1/8"THICK *2 H SPLICE Z, YI .......... SPLICE-I 11--,0-U-T 11 S 11 E R T S FORMED STEEL BAR,1/4"THICK . ................... J WINCHASSEMBLY .............................. WINCH 2"LASHING WINCH(10,000 LBS.STRENGTH ('C)"J 00- STRAP K.STRAP"(10 000 LES.STRENGTH) K WINCH PLATE HORIZONTAL STEEL PLATE, �&LJIFULLY THREADED STUD-1/2"-13 x 1" ............... THREADED STUDS 13) K" F) A) wa N &_J)n' R11T REVt810N& NOTE:THIS VIEW IS GENERIC TO ILLUSTRATE LOCATIONS OF ITEMS IN THE TABLE ONLY.CABLE PATTERN AND/OR OTHER DETAILS MAY NOT FULLY MATCH THE SPECIFICS FOR THIS ORDER.SEE OTHER SHEETS FOR ORDER-SPECIFIC DETAILS. SHEET: \ DI ............................... ..............................-,""I'll"............... ...............----l"............... *NOTE:REFER TO SHEET[H1j FOR END RAFTER BASE SKU. '/AI\ SPLICE-- SPLICE AB ABBLB=BOTTOM LATERAL BRACE(SKU:LB35G14STL102) ' LB=LATERAL BRACE(SKU:LBC35G14UCL102) AB=ANGLED BRACE(SKU:LB28G14SL09731) 7431669 LB) 1,ABI,\ //A13\ -awFow.-i .......... SPLICELBt SPLICE SPLICE:SEE DETAIL SHEET[G2] 8719676 T 73HASCSOI S) B) ZAB\ /A A' S PT073HASGS0I PT073HASGS01 AB /1 SPLICE -PT073HASGS0I PT073HASGS0I SPLICE z 151 SPLICE- 073HASCS01 PT073HASCS0I SPLICE (B L'( BL�) PT073HASBS0I PT073HASBS0I (LEFT BASE)* (RIGHT BASE)* [El]VIEW I -PROFILE(END RAFTER) *NOTE:REFER TO SHEET[H1]FOR MID RAFTER BASE SKU. SPLICE SPLICE LB=LATERAL BRACE 8'-6"BAYS(SKU:LB28G14STL102) LB=LATERAL BRACE 9'-0"BAYS(SKU:LB28G14STL108) SPLICE:SEE DETAIL SHEET[G2] - SPLICE ( SPLICELB) LB PT073HASCS01 L PT073HASGS01 PT073HASGS01 rff (LB 1 SPLICE P 07 3HASGS0 w SPLICE (LIS) oa - —PT073HASCS01 PT073HASCSol- ____ =,:"�.............. SPLICE / , - ,, —SPLICE (L PT073HASBS0I PT073HASBS01 (LEFT BASE) (RIGHT BASE)* SHEET: [El]VIEW 2-PROFILE(MID RAFTER) El ._... NOTE:REFER TO SHEET[E1]FOR PROFILE OF BRACE LOCATIONS Al &SHEET[C1]FOR PLAN VIEW OF DOOR LOCATIONS(IF APPLICABLE). y aenz 7431569 cusiawEax 8719676 NORTHWESTEND SOUTHEASTEND OF STRUCTURE OF STRUCTURE t _ .- 1 /r to BAY NUMBERS: 14 13 12 11 10 9 8 7 6 5 4 3 2 1 VIEW SCALE:3/16"=1'-0" SOUTHWEST SIDE VIEW Weo �X a$ SOUTHEASTEND NORTHWESTEND OF STRUCTURE OF STRUCTURE 4� s z _. C5 a " ya w5 DR4lMNOfDETAILS BAY NUMBERS: 1 2 3 4 5 6 7 8 9 10 11 12 13 14aelsllo'u.-- e VIEW SCALE:3/16"=1'-0" 3 NOTE:WINCH PLATES(IF APPLICABLE)TO BE CENTERED BETWEEN RAFTERS,UNLESS NOTED OTHERWISE. NORTHEAST SIDE VIEW SHEET F -.,. ....,,,' DETAIL LOCATION CALL-OUTS KEDER RAIL ATTACHED WITH #14-12 X 1"TEK SCREW @ 8"O.C.,/ ,p 3 COVER ,r^�, 7431669 PANE6719676, `° ...... '�, .... �,t ''j/' OUTER RAFTER CHORD�' Fj END BAYS: [G2)VIEW 6-ANGLED BRACE CONNECTION(END BAYS ONLY) ""ur "" [G1]VIEW 1 -KEDER ATTACHMENT MID BAYS: , N/A END RAFTERS: ( G2 VIEW 2-LATERAL BRACE CONNECTION END BAY) ✓ ,� `' r�°' "` MID RAFTERS: [G2 VIEW 2-LATERAL.BRACE CONNECTION(END BAY) `,W, "r �„F"�-(2X)1/2'WASHER [ „ TYP.CABLE ASSEMBLY L( (2X)H NUT G2 VIEW 3-LATERAL BRACE CONNECTION ^� )....,,„ ( l, TYP.) (BOTTOM LATERAL BRACE/MID BAY TO MID BAY) SUPPORT BASE /,�' �''- --WINCH ALL RAFTERS: r ,, [ ) SPLICE %.. IF APPLICAWINCH ++ o G2 VIEW 1-SEGMENT TO SEGMENT SPLICE- ALL RAFTERS: -(1X)3/4 X 2 3/4'HEX BOLT(A325) t�.,„�., 'a="' [G2)VIEW 3-LATERAL BRACE BOTTOM LATERAL NN C TIONIMID BAY TO MID BAY) �4 -(2X}3/4"WASHER(STRUCTURAL) � ��., , t )) n ' 1X 3l4"NUT STRUCTURAL t� 112"SHACKLE F 1.....r.-..._ ......._ r (IF APPLICABLE) IF APPLICABLE ALL RAFTERS: BASE PLATE TBS001 ) [G1)VIEW 2-BASE TO SUPPORT BASE CONNECTION m �e o [G1]VIEW 2-BASE TO SUPPORT BASE CONNECTION 0 LL R Ok a �N11oo DETAILS WITH LOCATION CALL-OUTS NOT SHOWN ON THIS SHEET: DRAWING D[TRILS [[G1VIEW 1-KEDER ATTACHMENT [G3 VIEW 1.CABLE SKU PER SPAN PH f[G3 VIEW 2-TYPICAL CABLE CONNECTION DETAIL REVISI s G3 VIEW 3-TYPICAL CABLE ASSEMBLY a R svwowmm [G3 VIEW 4-SWAY CABLE LOCATIONS , [[G3 VIEW 5-SWAY CABLE CONNECTION(END BAY) [G31 VEW 6-SWAY CABLE CONNECTION(MID BAY O MID BAY) fG3 VIEW 7-TYPICAL SWAY CABLE ASSEMBLY [G1]VIEW 3-NOT USED SHEEr .- G1 'N" ...........................................___............................................... "1 111111111111111 11-1-1 "I'll,--'I'll, -111111 11111-11 1-11--111 1 -,\ /I" ", OTES: ***NOTE:NIA ON END RAFTERS. 1/4"SHACKLE- -(2X • END RAFTER BOLT HEADS TO BE LOCATED AT EXTERIOR OF STRUCTURE 1/2"WASHER REFER TO SHEET[Ell FOR SPLICE LOCATIONS. (2X)1/2"WASHER (2X�1/2"NUT (2X)1/2"NUT 1/4"SHACKLE (2X) 8L' HEX UTSERT4SPLOUT35S001l SWAY CABLE CONNECTION PLATE[11066WI— SWAY CABLE CONNECTION PLATE[11066W] (A325) *NOTEKOLA NEEDED ON 2-BAY STRUCTURES 'NOTE SEE[G31 VIEW 4 FOR LOCATIONS —MA . 12k)5/8"WASHER(STRUCTURAL) (6X)518"NUT(STRUCTURAL) TERAL BRACE(END BAYS) 7431669 777"11, - LATERAL BRACE(N/A ON END RAFTER) OUTER RAFTER CHORD -TOMER# q', LATERAL BRACE 8719676 J, -r — I - LATERAL BRACE (MID BAYS)*** END RAFTER OUTER&INNER 2-WAY CABLE CONNECTION PLATE[107800"] < 2-WAY CABLE CONNECTION PLATE[107800 CHORD SPLICES TO BE (IFAPPLICABLE) ' o WRAPPED WITH COVER (IF APPLICABLE) (112405 AND SECURED 5�1"o, 4 ek **NOTE:USE[107801]WHERE CABLES ARE ON MH(3 ZIP TIES[112056] yl,f **NOTE:USE(107801]WHERE CABLES ARE ON BOTH SIDES OF RAFTER BOTH SIDES OF RAFTER 1/2"SHACKLE 1/2"SHACKLE(TYP.) INNER RAFTER -'*go �INNER RAFTER CHORD 16 ,4�9' INNER RAFTER CHORD _,J" _ _0 -- 4, Jo [G2]VIEW 2-LATERAL BRACE [G2]VIEW 3-LATERAL BRACE CONNECTION CONNECTION(END BAY) (BOTTOM LATERAL BRACE/MID BAY TO MID BAY) cCHORD OUTER RAFTER CHORDLATERALBRACE (lX)ANGLED BRACE CONNECTION (MID BAYS) EXPLODED VIEW PLATE[PTPLTAB36S01] 3X)112"X 1-112"HEX BOLT(A325) 4X)112"WASHER(STRUCTURAL) INNER RAFTER CHORD (3X)1/2"NUT(STRUCTURAL) LATERAL BRACE(END BAYS ",—ANGLED BRACE ASSEMBLED VIEW ANGLED BRACE(lX)1/2"X 1-11 HEX BOLT IA32 "r 2X)1/2"WASHER(STRUCTURAL) 0X)1/2"NUT(STRUCTURAL) SEGMENT CHORDS TO BE MANUFACTURED WITH SLEEVES AT EACH SPLICE BOLT ANGLED BRACE CONNECTION TO OUTER RAFTER CHORD ANGLED BRACE CONNECTION TO END LATERAL BRACE LOCATION. INTERNAL CHORD VIEW OUTER RAFTER CHORD OUTER RAFTER CHORD SEE SHEET[G31 FOR [G2]VIEW I -SEGMENT ANGLED BRACE SWAY CABLE ASSEMBLY SKU_ "z: TO SEGMENT SPLICE EXTERIOR INTERIOR OF STRUCTURE OF STRUCTURE _)NNER RAFTER CHORD LATERAL BRACE BAYS INNER RAFTER CHORD 0 LATERAL BRACE(MID BAYS) SIDE VIEW(END BAY) z [G2]VIEW 6-ANGLED BRACE CONNECTION(END BAYS ONLY) Rg �z �z,) '----GRAINING DETAILS DRA41.1 [16�&11 !�!T_ _.1. REVISIONS: u: [G2]VIEW 4-NOT USED [G2]VIEW 5-NOT USED SHEET: G2 .......... 401, LATERAL BRACESHACKLE(TYP)NOTES: !"/ ,r TYPICAL CABLE/ ASSEMBLY(TYP)RAFTER VIEW SHOWN REPRESENTS TYPICAL CABLE SPAN LABELS TO ILLUSTRATE LOCATIONS OF SPANS IN THE TABLE THE CABLE ,PATTERN SHOWN MAY NOT FULLY MATCH THE SPECIFICS FOR THIS = '-uINNER RAFTER CHORD PROJECT. F ,'� kf� 7431568 G 4` • CABLE PATTERN REPEATS ON OPPOSITE SIDE OF Ck UNLESS NOTED u , m e OTHERWISE. �/ -�° [G3]VIEW 2-TYPICAL CABLE __ 6716676 • CABLE IS NOT PRESENT IN BAY NUMBERS NOT LISTED IN TABLE. E "', '' �"i CONNECTION DETAIL D -. TURNBUCKLE CABLE ATTACHMENT COMPONENTS TURNBUCKLE 3/4 X 9'GALV E E C "f " f NOTE:TURNBUCKLE ATTACHED TO `;.,7 CC -�--"' CABLE ASSEMBLY IN FIELD. `k SHACKLE 1 1/2 GALV B """ f .. ....__ F `" y^.�,..rr -THIMBLE(TYPJ CABLE 3/8 GALV 7X19 A t„r /F SHACKLE ” SLEEVE(TYP.) ,, " -REFER TO SHEET[C1[FOR BAY NUMBERING , 01 Oil CABLEASSEMBLYSKU'S CABLE .... 1tedE6+• m4" BAY NUMBER SPAN A SPAN'B' SPAN C SPAN D SPAN'E' SPAN F SPAN'G' "7 1 2 13 and14 CA637G0800 CAB37G0510 CA637G0707 CA637G0810 CAB37G0610 CA837G0810 CAB37G0707 3 and 12 CA837G0800 CAB37GO610 CAB37GO797 CA837G0810 CAB37G0810 N/A N/A G3 VIEW 3-TYPICAL 4and 11 ... CAB37G0800 CAB37GO510„ �CAB37GO707 ,.,. _CA637G0810 j.. N/A [ CABLE ASSEMBLY ..., OUTER RAFTER CHORD [G3]VIEW 1 -CABLE SKU PER SPAN v SWAY CABLE ASSEMBLY(TYP) r SWAY CABLE REPEATS DOWN LENGTH OF BUILDING AT LOCATIONS SHOWN BELOW OUTER RAFTER CHORD(MID RAFTER) / SWAY CABLE ASSEMBLY(MID) n £ Al * 6= N SWAY ABLE ASSEMBLY r }" ---SW YCCABLE ASSEMBLY { NERAL BRACE x H?� "'`r SHACKLE y, (END) ..rM ^�' � ,, } { (MID BAYS) r%" ✓/ r ,..,,,, ...� "` SHACKLE q ,• q 1,,,�r"'"r ~' (, " ) LATERAL BRACE(END BAYS) "' INNER RAFTER CHORD ' INNER RAFTER CHORD °--LATERAL BRACE(MID BAYS) SWAY CABLE AT THESE LATERAL BRACE LOCATIONS---" C "w,; '"�✓' (END RAFTER) w [G3]VIEW 5-SWAY CABLE [G3]VIEW 6-SWAY CABLE CABLE ATTACHMENT COMPONENTS mm TURNBucKLE vz x6'GALv�J CONNECTION(END BAY) CONNECTION(MID BAY TO MID BAY) €Q SHACKLE 1!4 GALV m _ -" m"7X` TURNBUCKLE(JAW-JAW) F° CABLE 3/16 GALV 19 �?= NOTE:TURNBUCKLE ATTACHED « g g 'REFER TO SHEET[Cl]FOR BAY NUMBERING TO CABLE ASSEMBLY o p 8m """' IN FIELD. 13 3Q SWAY CABLE ASSEMBLY SKU S t BAYNUI SWAY CABLE SKU ^"�r SLEEVE(TYP.) - 1 and 14 CAB18G0610 +.rN DRAWING HiAILS 2 6 and 9 13 CAB18GO700 % + a THIMBLE(TYP.) Ywi NoorREVI91R0Lvs 7-8 ory ogre CABLE a w [G3]VIEW 7-TYPICAL SWAY SHEET r [G3]VIEW 4-SWAY CABLE LOCATIONS CABLE ASSEMBLY G3 J *REFER TO SHEET[C1]FOR BAY NUMBERING **REFER TO SHEET[Ell FOR BASE LOCATIONS BAYNUMBER* &9 BER* A("FTIER6SPACING) RAFTERPiLuBP06s MHKU RIGHB 06�MH KU** ,,,..... ..,. ..... ........ ......... o 7-8 9'-0' MID BP061MH BP061MH Baa 7431569 sYam 8719676 q.. .. , f NOT USED TYP.BAY RAFTER .A 4 mai _. s ag �Y .,, ..........., � .... w��-" ISOMETRIC VIEW • � � � � � 4 '0 13116"TYP. m r a TOP VIEW 4Qy 5 BP061 MH Mir o ....__.. UWd.N'DETAILS flP+nYutl 13fmY4dPf dIMY& �YA11x[14f4 ' � RCVY�pCdMS, 3..a. . w... ..... .. SHEET: H1 FOUNDATION NOTES: • REFER TO FOUNDATION DRAWINGS BY GREG RILEY. FOUNDATION MUST MEET THE BUILDING REACTION DATA SHOWN BELOW. 7431669 • SEE ENDWALL DRAWINGS FOR ENDWALL REACTIONS. M€R« 9719676 'See notes below UNFACTORED BASE REACTIONS TO CONSIDER AT TYPICAL BASES ^ Side A Side B Load Case Rx(kip) Ry(kip) Rx(kip) Ry(kip) Dead Load,Self Weight DL 0.38 1.00 -0.38 1.00 Dead Load,Collateral EL 0.15 0.25 -0.15 0.25 Rz Pz Snow Load,Balanced S 1.93 3.36 -1.93 3.36 Snow Load,Unbalanced Su 1.63 2.01 -1.63 3.32 Wind Load Wx -6.70 -8.39 -2.29 -8.75 Wind Load Wx2 A.08 5.97 -4.92 5.61 CONTROLLING ASD COMBINATIONS TO Wind Load Wz -2.80 -16.99 4.40 -16.25 CONSIDER AT TYPICAL BASES Wind Load Wz2 -0.26 -3.04 1.84 -2.31 Max GraHty(kip) 6.90 DL+EL+0.751-r+0.45Wx2 Roof Like Load Lr 2.14 3.95 -2.14 3.95 Max Uplift(kip) -9.60 0.6DL+0.6Wz H 0 0 0.00 0.00 0.00 0.00 Max Inward Lateral(kip) -3.79 0.6DL+0.6Wx x Max Outward Lateral(kip -4.35 DL+EL+0.751-r+0.45Wx2 _ ADDITIONAL UNFACTORED BASE REACTIONS TO b' See notes below CONSIDER AT BASES WITH CABLE ATTACHED Side A Side B4Load Case ADDITIONAL CONTROLLING ASD COMBINATIONS TO Rx(kip) Ry(kip) Rz(kip) Rx(kip) Ry(kip) Rz(kip) CONSIDER AT BASES WITH CABLE ATTACHED a J O Wind Load Wz -3.29 -16.99 2.20 4.54 -16.12 1.94 Max Gramty(kip) 7.30 DL+EL+0.751-r+0.45Wz2 5� a � u Dead Load,Cable(Wz) DL 0.04 0.11 -0.04 0.11 Max Uplift(kip) -9.53 0.6DL+0.6Wz og ; o 9 Wind Load Wz2 -3.80 6.61 -0.01 -4.51 4.07 0.01 Max Inward Lateral(kip) -3.77 0.6DL+0.6Wxtuq i s N , R ym Dead Load,Cable(Wz2) DL 0.04 0.11 -0.04 0.11 ax Outward Lateral(kip) 4.39 DL+EL+0.751-r+0.45Wx2 V26 DWY NG]CR- 0-Notes: „ REVISIONS. a. The above Reaction Data should be corniened as required by the Load Combinaat0ons from IBC or other applicable code. SHEET. �. ..,.......r NOTES: FRAME-OUT SCHEDULE EW073HAF1981D ALL DIMENSIONS ARE FROM CENTER TO CENTER UNLESS OTHERWISE NOTED. @ B r , CALL-OUT DESCRIPTION ROUGH OPENING FRAMING FOR VENTS AND ADDITIONAL FRAMING,IF REQUIRED,WILL BE _'--, -..... oa,ems " A 12'-0 X 12-0"ROLL-UP DOOR 42'-0"X 12'-0" ENdWALL CONTENT GUIDE: CUT IN FIELD USING 2"X 3"RECTANGULAR TUBE. - - - — B T-0"X 6-8'MAN DOOR 39-15/16'X 81-5/8" [L2)......CONNECTION DETAILS FRAMING FOR WALK DOORS,IF REQUIRED,WILL BE CUT IN FIELD USING '-... """"""" 7431569 2"X 4"RECTANGULAR TUBE. SroNERa ' _..... ............ ... -- ,,,.. .. 8719676 INSERTS 107923 OR 1/0356ALTHDG/110356BALTHDO WILL BE USED FOR ASD ENDWALL COLUMN REACTIONS 2"X 3"AND 2"X 4"RECTANGULAR TUBE. MAXIMUM GRAVITY 740 LBS DIMENSIONS FOR TELESCOPING PURLIN LOCATIONS ARE APPROXIMATE, MAXIMUM NET UPLIFT 440 LBS LOCATIONS CAN BE FIELD ADJUSTED+/-12"FROM WHAT IS SHOWN. MAXIMUM HORIZONTAL{0.6*MINERS) 4420 LBS _. a FOUNDATION ELEMENTS ARE NOT SHOWN. MAXIMUM HORIZONTAL(0.6 C&C} 6370 LBS LINE STYLES: , COLUMN. f HEADER:--- TELESCOPING PURLIN:---- 2" URLIN 2"X 3"TUBE - � 2'X 4"TUBE — �,,,,,,., . , c r �T3> 1:tt Cl Fq Cl ...:. ................._.w 1p0 N'2d92/.1 n IA1/81� �A2162� l.A J U��� 1AiP61��k � , sM ----._.BASE CENTER TO,,,,,,,, ,,,,,,,,,, qp,4 .....12'-A ...._. ..14y4.,....... ..-..-----"BASE CENTER TO o o COLUMN CENTER COLUMN CENTER VIEW SCALE:3/16"=1'-0" o IS COLUMNS (>HEADERS C)TELESCOPING PURLINS U INSERTS ❑BRACKETS 4 5 4"X 4"8 GA,3-PLY SQUARE TUBE 4"X 4",8 GA,3-PLV SQUARE TUBE 2.0"OD,11 GA ROUND PIPE TOP COLUMN INSERTS PURLIN BRACKET(1/8"STEEL PLATE) w H1:EWH3P14275G08 A1:200TP050 (3.5"SQ.TUBE/3/18"STEEL PLATE) p09 N Cl:EWC3P241G08 PB:106755 1` C2:EWC3P342G08 A2:20OTP036 T2:108151SA/108151SB 9 w� 2.375"OD,14 GA ROUND PIPE HEADER BRACKET(3/16"STEEL PLATE) 1 6R BOTTOM COLUMN INSERTS DOOR SUPPORT (3.5"SQ.TUBE/3/8"STEEL PLATE) HB:EWHB3P DRAw1NOoE4Ao.S " 4"X4',13GA,1-PLYSQUARETUBE B1:2375TP138 B2:2375TP157 F1:111700 D:HELKITWLKDR36S1 B3:2375TP120 REVISIONS (LINE ITEM) «o SHEET L1 I6 10 112 JI *NOTE:REFER TO SHEET y LINE STYLES cb7/8 TYP, �k 5 1!4 6 4 �k I LEGEND FOR TUBE SIZE. INNER Kra "YI Ym RAFTER CHORD �T'2) INNER RAFTER CHORD „""" \F1� cp . M 1 1/4 ---.. 7431569M. TRUSS Ok�.�., „,,% �•"",,j( .... .. 111700 DETAIL f^ "" 6719676 '�2 X 3"12"X 4"TUBE CUT "" S TO LENGTH IN FIELD' - COLUMN""'"• COLUMNl"I'l 1 ADJUSTABLE 2"X 3"12"X 4"INSERT [110356ALTI110366BALla(1 X)1/2"'X 2112'HEX B LT(HINGE BOLT) 2X}12"WASHER 1X)1/2"HEX NUT 2X)1/4"BOX BOLT(THRU CHORD)(2X)#14 X T'TEK SCREWADJUSTABLE TOP COLUMN INSERT 2"X 3"/2"X 4"TUBECUT(1X)112"X 2 1/2"HEX BOLT(HINGE BOLT) COLUMN 7 TO LENGTH IN FIELD'(2X)1/2"WASHER(1X)1/T'HEX NUT-(2X)3/8"BOX BOLT(THRU CHORD) M COLUMN INSERTF2"X 5 tl2"HEX BOLT -2"X 3"FRAMING BRACKET[107923] 2X1/2"-(1X)1 2"A NUT SHE2"X 4"FRAMING BRACKET[115790] -(6X)#14 X 1"TEK SCREW �. VIEW 1:NOT USED VIEW 2:ADJUSTABLE TOP COLUMN VIEW 3:BOTTOM COLUMN VIEW 4:NOT USED VIEW 5:2"X 3"12"X 4" INSERT DETAIL INSERT DETAIL INSERT DETAILS LH� .PBI PURLIN BRACKET BOX BOLT HOLE SIZES& m p (1X)1/2"X 1 1/2"HEX BOLT INSTALLATION TORQUEa W ---(2X)1/2"WASHER --- -- "- •"",", _oX)1/2"HEX NUT BOX BOLT HOLE INSTALLATION ""---COLUMN -(4X)#14 X 1"TEK SCREW DIA DIA TORQUE 3 sx � 1/4" 71161, 14 FT-LB m ,^ -2.0"TELESCOPING PURLIN 5/16 9116' 18 FT LB '"' m ,.. ' 3/8 3/4' 33 FT LB f°� 1/2 13/16 59 FT LB HEADER I t. 518 1 1/16 140 FT-LB 5 „ 3/4 1 5116 221 FT-LB_ lu SEE NOTE 1/2"WASHER J „„1-' 1 REFER TO SOX ROLY TiV NVIL DATA FOR MORE N _ HEADER BRACKET '` ”, iNFORMAr ON F OSNG,BOX ears ............. � w _(SEE CHART 1/2"X 5 1/2"HEX BOLT �, �U u� -((SEE NOTE)1/2"HEX NUT """""'COLUMN Ywo 10 -(SEE CHART)#14 X 1"TEK SCREW �`.,.t xa a www �w 3 _ tuz NOTE:EVERY BOLT WILL GET(2)WASHERS 2.375"TELESCOPING PURLIN",, 2X#14 X 1"TEK SCREW' AND(1)HEX NUT.SEE CHART FOR#OF BOLTS. -( ) " pfiAVWtNO:i DETAILS _ '1X EACH ON OPPOSING FACE «rd p BRACKET #OF BOLTS #OF TEK SCR FROM THE OTHER WS !""�..- ... � "' ...... SKU ..........RENISfh.1CYP9 EWH81P 2 4 RLv TF EWHB2P 4 8 "' EWH83P 6 8 VIEW 6:HEADER BRACKET DETAIL VIEW 7:PURLIN BRACKET DETAIL "6 E " SHEET. ..... _. — L2 SURVEY 01= PROPERTY SITUATE: MATTITUGK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY SUR'VFY II-27 2 ` jy UFIDATc OT o 2c T . SUFFOLK C.7I,NTY'AX§ COG 4 .3 ; _I - qv�-'[03 \* `J� �� 5` H00WAL1&tFARn6iut ! .JNYEUi Fp,.ND I G P1FE Tanto I -G..._:.FIA=—0 A:.RES 1 A '� AREA v..iN GEVE_G EN F..>H:�. G'=4.13 ACRES i� �4 ffi y� � 3 { iJ FN d, ,g i Maio 2d�4—`oD . JOHN C.EMERS LAND SURVEYQR 0 -9 2 10 all v- a z Rio I p m uj a d no A O H 5 00 100\ u yc nPr oo� ----—----- 0_(rw-'n'm FOR INTERNAL USE UNLY SITE PLAN USE DETERMINATION Initial Determination Date: Date Sent: ect-Name: Sh walk _&kw Proj _ _ . Project Address, ___,_ - a - �J Zoning istct: "I U Suffolk County Tax Map o.1'00 Re 'es 4- W (Note: Copy of B-uildirjg Permit Application and supporting documentation as to -proposed use or uses should be submitted-) -Initial Deternii ation as to Woether use is permuted: g -. _ -if ination as to whether site plan is e i d:� -(.-��� 1 nitial-Determ -� Sign r 0. Building Ins c r` Planning Department (P.D_) Referral: Date Received; 14 f Iq £Date of Comment: P� Comments; e Signat��fep .-Sfaff Reviewer Final Determination Date: / 1 Decision: r,�fiirA of Riiildino In.qnPc tnr LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 awickham@wbglawyers.com November 21, 2019 Town of Southold Building Department 53095 Main Road P.O. 1179 Southold,New York 11971 Re: Owner: Showalter Farms LLC Premises: 18625 Main Road,Mattituck,NY SCTM# 1000-108-4-1.3 and 1.4 Ladies/Gentlemen: We are the attorneys for Showalter Farms LLC, which would like to construct an agricultural utility and private horse training facility on the portion of its property which has development nghl intact tax of , . e~purpose dfthe installation is for indoor training of horses and storage of agricultural equipment. The facility will have a pervious floor, will be constructed of metal hoops covered with fabric, and will not be open to the public. It will have electric service but will not contain plumbing, heating or cooling- act Itle . Thr vvt a 25 foot buffer from all adjoining properties. We understand that this facility, as an agricultural structure, will be eligible for minimal and expedited site plan review Accordingly, we enclose the following and ask that you issue a Notice of Disapproval or advise that one is not required: 1. Application for building permit (in triplicate); 2. Check to Town of Southold for$50.00; 3. Copy of tax map of area showing subject parcel in yellow; 4. Three (3) maps of the property showing proposed location of proposed new construction; 5. Three (3) floor plans and construction details; and 6. Copy of Authorization from property owner 7. ZBA Decision#SE6778 permitting a riding academy. Please advise if you need any further information. V ftuly�`�rrs, g t ,.bi aril A. Wickham AA WIN Encl. Cc: Showlater Farms, LLC (w10 enclosures) CODES DIVISION NEW YORK STATE DEPARTMENT OF STATE Division of Code Enforcement and Administration s` Phone : (518)474-4073 Fax : (518)4864487 W ww.dos.state.ny.us E-mail:info@ dos.state.ny.us DEPARTMENT OF STATE TECHNICAL BULLETIN Revision 1 Effective Date: January 1,2003 Source Document: 19NYCRR 1221 -Budding Code of New York State (BCNYS) Topic: Agricultural building vs Horse riding arena This document explains the occupancy classifications and the code requirements for a horse boarding stable, and a barn for raising animals and/or growing and storing crops,versus an indoor horse riding arena. Building Code of New York State (BCNYS) section 101.2,Scope, exception 2. provides that agricultural buildings used solely in the raising, growing or storage of agricultural products by a farmer engaged in a farming operation are exempt from requirements of the BCNYS. A commercial horse boarding building, and a barn for raising animals and/or growing and storing crops are considered agricultural and a riding arena is not. Please note that the building department which has jurisdiction may require a building permit for the construction of agricultural buildings,to insure that the building meets the zoning requirements and to alert the assessor. Article 25AA of the Agriculture and Markets Law provides for preferential assessments,referred to as agricultural assessments, for agricultural land which satisfies certain statutory criteria. To be eligible for an agricultural assessment, land must satisfy the definition for the term"land used in agricultural production" set out in Agriculture and Markets Law§301. It is worth noting that in 1994 the definition of land used in agricultural production was amended to provide that land used to support a commercial horse boarding operation would thereafter be included within the definition and consequently be eligible for an agricultural assessment. Whether the property owner files for an agricultural assessment or not, a horse boarding facility and a barn for raising animals and/or growing and storing crops,no matter the size, is an agricultural building for purposes of the BCNYS and is exempt from the construction and inspection requirements. Fire Code of New York State(FCNYS) section 102.1(5) contains the same exception to the construction requirements of the code. However,this section also states: Agricultural buildings shall be subject to the applicable requirements of fire safety practice and methodology prescribed herein. This section provides for the periodic inspection of agricultural buildings. The frequency of such inspections shall be in accordance with local law for administration and enforcement of the Uniform Fire Prevention and Building Code. Page 2 An indoor horse riding arena for the use of the people boarding their horses on said farm is classified as a U occupancy. If such arena is used for other than private purposes, such as teaching horsemanship skills or entertainment for the public,the occupancy classification is A-3 (up to 300 persons). The allowable area for such a building is 5,000 square feet for a U and 6,000 square feet for a A-3, of wood frame construction. BCNYS section 507, Unlimited area buildings, 507.5 for group A-3 buildings of type I or H(non-combustible) construction are allowed unlimited area however they are required to be sprinklered and to be surrounded by 60 foot public ways or yards. Ronald E.Piester,R.A.,Director Division of Code Enforcement and Administration BOARD MEMBERS soar Southold Town Hall Leslie Kanes Weisman,Chairperson ► ( 53095!Main Road#P.O.Bax 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 6,2014 ZBA FILE No.-SE 6778 NAMEOF APPLICANT: Showalter Farm,LLC SCTM#1000-108- -1.3 & 1.4 PROPERTY LOCATION: 18625 Main Road(aka NYS Route 25)Mattituck,NY SEQRAPETERr ATION: The Zoning Board of Appeals has visited the propert'under consideration in this.application and determines that this review falls under the Type 11 category'of the State's List of Actions,without further steps under SEQRA. SIS FQLE COIF AD1tIST TI 'E CGDE: This application was referred,as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 5, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community.impact. LWRP DETERMINATION:- The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSEC ION:. Subject property consists of 24.18 acres located in a split zone of R40 and AIC. It is improved with a single family dwelling and two accessory barns. It has 244.00 feet of frontage on Main Road, 3199.07 feet along the eastern property line, 336.89 along the northern property line and 2997.93 feet along the western property As shown on the plot plan dated 6/20/14 prepared by Nemschick Silverman Architects, PC, BASIS OF APPLICATION: Request for Special Exception under Article III, Section 280-13B(12) for equestrian stables and riding academy. RELIEF_REQUESTED: The applicant proposes to operate a riding academy on SCTM# 1000-108-04- 1.3, consisting of 4.18 acres having development rights intact. l - 1 ADDITIONAL INFORMATION: The subject parcel is contiguous to a 20_acre parcel, SCTM#1000-108- 04-1.4,where the development rights have been sold to the Town of Southold. Many letters were received in favor and in objection to the proposed Riding Academy use. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3—November 6,2014 ZBA#6778—Showalter Farm,LLC SCTM#1000-108-4-1:3$1.4 The:Zoning Board of Appeals held a public hearing on this application on August 7,2014 at which time written.-and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forih in Section 280- 142 and finds: A. With the conditions imposed herein, the use will not prevent the orderly and reasonable use of adjacent'properties or of properties in adjacent use districts. The proposed Riding Academy use will be restricted to the 4.18 acre parcel, SCTM#1000-108-04-1.3. Furthermore, the operations and locations of structures will require site plan approval from the Southold Town Planning Board before the proposed Riding Academy use can be permitted to operate: Ingress and egress -access for the Riding Academy is restricted to only-New York State Route 25 (Main Road). B. That-the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.The proposed riding academy is a permitted use in the R40/AC District where this property is situate,subject to the issuance of a Special Exception Per it by the Board of Appeals. C.. Thatthe safety, the health, the welfare' the'comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The utilization of the parcel for the-purpose requested by the applicant�is permitted by Tovvn Code within the AC Zone; pursuant to the granting of-a Special Exception by the ZBA and site plan approval by the Town -Planning Board. D. That the use will be in harmony with and promote the general purposes and;intent of this ` chapter. The Planning Board has found that this proposal is consistent with the goals of the Comprehensive Plan supporting and maintaining agriculture and pursuant to Section 280-97 (Right to Farm)of the Town Code. -E. That the use will be compatible with its surroundings and with the character of the neighborhood- and of the community in general, particularly with regard to visibility, scale and overall appearance.The subject property is located in a split R40/AC zone which contains other farms, agricultural buildings, and residential properties. F. That all proposed structures, equipment and material shall be readily accessible for fire and police"protection. The Planning Board must grant site plan approval in conjunction with this Special Exception Permit. ' G. That the proposal shall comply with the requirements of Chapter 236, Storm-water Management. BOA SQL UTIGN: In considering all of the above factors, motion was offered by Member Schneider,seconded by Member Horning, and duly carried to GRANT, a Special Exception,as applied for,and shown on the Survey prepared by Nemschick Silverman Architects, PC, dated 6/20/2014 noted as sheet No. PP-1. t i Page 3 of 3—November 6,2014 I ZBA#6778—Showalter Farm,LLC SCTM#1000-108-4.1.3&1.4 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Kermit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit requires an operating permit and inspection by a Building Inspector frotn the Building Department that must be renewed annually..I is the licant's resibitty to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 3. The Special Exception permit granted herein is subject to site plan approval from the Planning Board. 4, N,otiwithstanding the provisions of Chapter 205 of the Town Code,no more than six(6)single special events may be held annually at the subject property,subject to the issuance of a Special ; Event Permit- ' S. ,Ingress and egress is prohibited through Noah's Path(&Wa Theresa-Lane), except for emergency accesss by emergency personnel only. 61: The development rights sold parcel(SCTM#1 1000-108-4-1.4.)shall only be used by the boarders of Showalter Farms, LLC or any other entity operating the boarding operation and shall not be used in any manner by the public and/or riding academy patrons. For the Pu ses of this Special Exception the terra"boarders"shall be defined _"uerson who ownn a horse boarded at the subi arcel or persons who have a long terra le (six months or longer from the_owner of a horse which is boarded at the subiect� 1". 7. Horse manure shall not be stared-within 1 O'feet of any property' Iine. 8. Horse manure shall be removed every two days in accordance wifh the Horse Farm Grazing and Pasture Management Plan submitted by Showalter Farms,LLC;dated November 21,2013. 9. This Special Exception:Permit incorporates the terms of the Land Preservation Committee Approval,dated January 8,2014, 10, In the event that a building permit is submitted to construct an indoor riding ring at the subject 'property, a new application for a Special Exception Permit must be applied for. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any'violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes, Goehringer. This Resolution was duly adopted(5-0), t Leslie Kanes Reisman; Chairperson Approved for filing '// //D /2014 TOWN OF SOUTHOLD BUILDING PE—,IIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,bei re ap mg? TOWN HALL Board of Health , — SOUTHOLD,NY 11971 4 sets of Building Plans V TEL:(631)765-1802 Planning Board approval 1'l!i L FAX: (631)765-9502 Survey V Southoldtownny.gov PERMIT NO. Check V Septic Form N.Y.S.D,H.C. Trustees 41 C.Q.Application f ti Flood Permit felt IAExamined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved —20 Mail to: i. Uul flCLtdtjt Disapproved a/c F Phone. Expiration —20 Building Inspector APPLICATION FOR BUILDING PERMIT Date Q 1/• 02 j 20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pians,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. SHOW ALTS lZ.. / LLC-. (- ` t or name,if a corporation) J 4(5 ooh an soli (Mailing address of applicant) '(cfr7 1 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C Ca11-P C tt Name of owner of premises S O L4 `ate QY`VY? t L LLQ (As on the tax roll or latest deed) If applicant is a signam e duly authorized officer tr rvvo (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop Md work will be done: ,�y ,! /8bro Q Z5 ! 'czt House Number Street Hamlet County County Tax Map No. 1000 Section t0 X Block Lot __/ f �l ,ZLa_— nuc/r . tO t r 1.4 ��3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyg�l � b. Intended use and occupancy LOU l 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire ne v construction:Front '7 F 1 Rear �3! Depth jam)f Height 3 7- " Number of Stories 9. Size of lot:Front =244' Rear -3'76 1 Depth �3� 10.Date of Purchase f Jr Z0 j Name of Former Owner C` � kitett 2�' C 11.Zone or use district in which premises are situated— 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_No 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_N04 14.Names of Owner of premisesNo �L- d-dress/ Z57 \ hone No.631-905- �o7i Name of Architect T"--D Address ne No Name of Contractor 7-fD Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES__X NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) t S'S: COUNTY OF�'�r�K C h11*Is67, 5 koWAIIF-1/ being duly sworn,deposes and says that Whe is the applicant (Name of indi vv �idual signing contract)above named, Jt (S)He is the ernbey- o!� ©t tg YL2� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the w - •ill be performed in the manner set forth in the application filed therewith. Sworn to before me this day of f! 20Z�_ Of �`. otary i11 &"'W! New 1FdFIF ignature of Applicant No.52-4642871 Qualified in Suffolk County Commission Expires Sept.30,20�/ CONSENT—AGENT AUTHORIZATION Re: Owner: Showalter Farms LLC Premises: 18625 Main Road,Mattituck,New York 11952 SCTM#: 1000-108-4-1.3 & 1.4 Christopher R. Showalter, as Managing Member of Showalter farms LLC, the owner of the above referenced property (the "Premises"), does hereby consent to: its attorneys, Wickham, Bressler& Geasa, P.C.; its surveyors,Eileen Wingate, its expeditor; John Ehlers, surveyor, and any other engineers, agents, or other contractors retained by any of the above, and any of their representatives and/or agents,to make applications to any authorities or agencies having jurisdiction over said Premises for construction of an indoor agricultural utility building on the Premises and all related applications to any agencies or boards having jurisdiction, including without limitation Town of Southold Planning Board, Town of Southold Building Department, and Town of Southold Zoning Board of Appeals, and for any other matters required to obtain such approvals. This authorization shall include all matters in connection with those applications. Dated:November 15, 2019 Showalter Farms LLC By: Sworn tp before me this Chri owalter,Managing Member day of November, 2019 Notary Public DONNA McGAHAN Notary Public, State of New York No. 01 MC451459 Qualified in Suffolk County Commission Expires Aug. 18, 20P,a- 21/consent2019buildingdept