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1000-108.-2-7
OFFICE; DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-0847 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 545 EARTHQUAKE DESIGN DATA TABLE INCORPORATED AS PART OF THESE DRAWINGS COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 0.2 SEC SPECTRAL RESPONSE POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE ACCELERATION (Ss) 0 15g 2.J MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION o WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN 1.0 SEC SPECTRAL RESPONSE 0.0558 U EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ACCELERATION (Si) 3.J MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, CL: SEISMIC DESIGN CATEGORY B REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 o'. FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-B"BELOW GRADE BUILDING CATEGORY (TABLE 1604.5) I (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN SITE CLASS D a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF rc THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE BASIC STRUCTURAL SYSTEM AND B-23 LIGHT FRAMED WALLS WITH b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY =D m SEISMIC-RESISTING SYSTEM SHEAR PANELS STRUCTURAL MEMBER = 16 PSF O I SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE RESPONSE MODIFICATION FACTOR (R) 7 C.) FOOTINGS = 16 PSF (DESIGNEE) FOR ROOF SNOW LOAD AND OTHERw COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL, (� O CONCRETE (SEE PLANS). SEISMIC DESIGN BASE SHEAR (TRANSVERSE) 1100 LBS v a SEISMIC DESIGN BASE SHEAR 1100 LBS 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE ' ^ TREATED LUMBER- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE (LONGITUDINAL) DIRECTION OF THE LICENSED ENGINEER . V NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, WIND DESIGN BASE SHEAR (TRANSVERSE) 14096 LBS Z PRESSURE TREATED TO A NET RETENTION OF .4 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY WIND DESIGN BASE SHEAR (LONGITUDINAL) 9022 LBS Q/ APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. L_11 1171 FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY Z 36"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 Lli BETTER. -1 Lu LU ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS N D R Lu CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU, TRUSSES ARE DESIGNED IN > K BUILDING DESIGN CRITERIA a ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. BUILDING CODE 2007 NY BUILDING CODE Q SIDING PANELS (KYNAR 500/ HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH USE GROUP R-3 ACCESSORY AN ADDITIONAL BAKED-ON KYNAR 500/ HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS CONSTRUCTION TYPE VB LAJ U ON EXTERIOR. FLOOR AREA 5670 SQ FT 0 BUILDING CATEGORY MINIMUMLIVE ROOF LOAD DESIGN SEE NOTE #3 = O ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019"MIN. AZ55 GALVALUME WITH AN ADDITIONAL I:OOF SNOW LOAD* 16 PSF f BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500 /HYLAR 5000 TOPCOAT WITH A TOTAL GROUND SNOW LOAD 25 PSF C ., MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR, NIAX DESIGN ELEVATION 1000 FT ¢ x WIND SD E-ED (Vas) 120 MPH m TRIM -DIE-FORMED TRIM OF 0A17"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, WIND IMPORTANCE FACTOR 0.77 z O RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. EXPOSUIRE CATEGORY B V a INTERNAL PRESSURE COEFFICIENT ±0.18 �� Z GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/ HYLAR 5000 FINISH TO MATCH BUILDING DESIGN CONDITION ENCLOSED LJLJ = TRIM, ON BOTH SIDES OF THE BUILDING. WIND LOAD DESIGN ASCE 7 METHOD 2 Q w 2x4FK 10/09 ZONE 1 E 16.23 PSF va7 ZONE 2E -21.13 PSF g ZONE 3E -14.42 PSF I1-1 '- ZONE 4E -13.49 PSF -11 J MAIN WINDFORCE RESISTING SYSTEM ZONE 5E 13.35 PSF 3 0. 1 PSF a (ALL FORGES ACT NORMAL i0 THE SURFACE) ZONE6E -1Z G (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE1 11.77 PSFWALLI D I MAXMUNVAESHOWNI ZONE -14.71 PSF ZONE 3 -10.96 PSF 70NE4 -10.06 PSF _ _ _ '"' DRAWN BY.' DEMPSEY 177 l" ZONE 5 9.80 PSF C "� DATE: 02/12/10 ZONE 6 -7.94 PSF II Ih _ CHECKED BY: AF ZONE 1 11.49, -18.26 PSF 1,---- " ZONE 2 1149, -31.78 PSF �1 I DATE: 02/22/10 . COMPOINENT&CLADDING WIND LOADS _ 2010 I' (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 11.49, -47.99 PSF VAR IJ REVISED DATE; ---- (POR ZONIES SEE ELEVATIONS) _ REVISED DATE: ZONE 4 19.95, -21.64 PSF ---- ` _ _----- ZONE 5 19.95, -26.71 PSF �:I _ _.-.-I REVISED DATE --- - REVISED DATE: --- SHEET INDEX TYPICAL LUMBER SPECIFICATIONS -2005 NDS , _ _ _ SIZE DESCRIPTION BENDING VALUE Fb SHEET# DESCRIPTION 2x4 NO. 1 &2SPF 1313 PSI Gl OF GI SPECIFICATIONS &SHEET INDEX 2x4 2100E MSR SPF 2100 PSI Sl OF S10 COLUMN PLAN 2x6 NO. 1 &2 SPF 1138 PSI 2x6 NO. I SYP 1650 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S3 OF S10 TRUSS PLAN, IN DETAILS * ROOF SNOW LOAD CALCULATIONS THIS BUILDING WAS PREPARED BY ME OR UNDER MY 2x8 NO. I SYP 1500 PSI DIRECT SUPERVISION AND THAT I AMA DU W�uw 53 OF S10 TRUSS DRAWING, & DETAILS r S4 OF SI O ELEVATIONS 2x10 NO. I SYP 1900 PSI Ps = 0.7 x Ce x I x Pg x C}x Cs LICENSED/REGISTERE ROFESSIONAL RNf{y 2x12 NO. I SYP 1250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 y , 'O L. ' h0 S5 OF S10 SECTIONS & DETAILS ALL 1950f MSR SYP 1950 PSI I = IMPORTANCE FACTOR =0.8 Py, S6 OF SIO SECTIONS & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 P51 Pg = GROUND SNOW LOAD =25 PSF �� -1• �. S9 OF S10 SECTIONS & DETAILS 31/2"x15" GLU-LAM 1650 PSI C} = THERMAL FACTOR = 1.2 Q, r Cs = ROOF SLOPE FACTOR = 0.94 v�'tsx+ S8 OF 510 SECTIONS & DETAILS 9� 51/4"x161/2" GLU-LAM 2400 P51 Ps = 0.7x1.0 x0.8x25x1.2x0.94= 15.8 PSF RONALD LSUTTON, •STM S9 OF S76 SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 P51 DATE; o2•Z3 •1� RE S10 OF 51 O FASTENER SCHEDULE NOTE; HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. nnim rGlOFG1 LE:AS NOTED SHEET NO. OFFICE N - N - 0� CUTCHOGUE, NY JOB NO. a - - - - 728-0847 cl 0 7'-41/2" is 7-6" T-6" 7-6" 7'-6" m T6' T-6" "h 7'_6T-6" tl 74" n 7-6" 7-4" m 7'-6" rn T-41/2" V-0"VENTED SIDEWALL OVERHANGS 1'-0" NON-VENTED ENDWALL OVERHANGS ol I A I I I I I I I I I I I I 53'-9" 53'-9" 0- \ 16"R �4"R �4"R, �4�R A^4"R 7^4"R 7^4„R 7^4'R �4'R 7^4"R A^4'R ^4"K 7^4„R �4"R 16"R Q. w 46-4 1/2' - 6"R 7 b" - 46'-4 T/2" O Z w Z O ! ^^ a i v 38'-101/2" - � 6"R 16" -I— - 38'-101/2” 7 37'-1 1r, 4LLJ m ■ ■ ■W 16"VT - 30'-101/2" L - N 56 W i W > MAL 14 N U ' W 16'-71/2.. 6 R _ 14'-101/2" - 6 R 16 -I-- - 14'-10 1/2” Q =D J n lI O I R 7-4 1/2" - 6"R 16" - 7-4 1/2" = 0 16"R 4" 4" 0" 0" p41 16„R ¢ O 0'-0' 0'-0” m S6 U' 7'-41/2" 7'-6" 7'-6" 7-6" T-81/4" 22'-1 1/2" T-81/4" 7'-6" 7'-6" 7-6" 7-6" T-41/2" 1 ■ ■ _ a 1 , 8 V O V O `0 Oil V O V O V ■....■..�1 IN V N N M h •a ^ W P O COLUMN PLAN Z DRAWN BY' DEMPSEY DA FE: 02/12/10 COLUMN PLAN LEGEND CHECKED BY; AF o - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT __- '""'•� • ,, DATE: 02/22/10 B - 3-2x8 LAMINATED COLUMN LOCATION W/ 4'-O" EMBEDMENT REVISED DATE - ■ - HEADERED TRUSS LOCATION REVISED DATE ---- O - 3068 M3910 PLAIN FLAT LEAF WALKDOOR(S), IN SWING, RIGHT 'Z 2��� I' — HINGE W/ LOCKSET REVISED DATE.`1nft 1 iO - 21'-O"x 15'-6" DOUBLE SLIDING ALUMASTEEL END DOOR(S) i REVISED DATE: ---- O - 22'-6"x 14'-0"DOUBLE SLIDING ALUMASTEEL SIDE DOOR(S) 1 - 81M BASE ANCHORS - (2) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE FUNCTIONAL '"' �` W/O FAN -- I„A', ' O2; - 1" HEAVY DUTYTHERMAX (ROOFONLY� ROUGH OPENING SCHEDULE •,,,,,...•d-- * z. - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 16"R- 16" DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIX UNIT SYMBOL WIDTH HEIGHT CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL FROM LEGEND •b� READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE �i 37 3/4" 81" BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24•'R- 24"DIAMETER FOOTING WITH 10"THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 224M STILT (9"±I. PLACE CONCRETE Q Q - Z 3 - (Q BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 3011R- 30"DIAMETER FOOTING W/ 13"THICK MINIMUM READI-MIH CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL 2' 8' READI-MIX TO TOP OF 230M STILT (9"±), PLACE CONCRETE BELOW SCALE; SCALE;AS NOTED AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 1' 4' 16' SHEET N0. SIOFS10 OFFICE.' C>l CUTCHOGUE, NY 141- JOB NO. O o 128-0847 N 7'-41/2" 74" 7'-6" 7'-6" N 71-6" 7r-6" 7'4" v' 7-6" v' 7-4" 7'-6" n 7r-6" 7-6" 7'-6" °- 7'-41/2" r vi I I I I I I I I I I I I I h 12 � O 0 & . . „ . .. ........... .. ..... .,,.. .. . .,. .. ....,,.,...., „ .... ., .. ., . .,,.,... ., m <3> (D z e I w 52 .. . . ., ,, , , . ..o.. . „ ..... ....... ... ... .. ...... .. . . .. . .... .. .,.., , .. ,., .,.,. .,., ,,.., ., .., , .,.,. .,... ... , ,, ... , ,.., ,, . .., .. .. ...,. .,..,.,..... , ..... . „ .,......,.., . , ,.., , ° B 52 ... ...... .... ........... ..... .., ... .,. .. .,, ....,..,.., . .,,... ., ... ..., . �, .. .... .� . ..., . ., ., . ., .,. . ....,.,..,. .,, „ .. . ..... ... ..,...., .,. - 54' 2x10 (NO.] SYP) LL-1 END RAFTER ASSEMBLY LJLJ Lu .O'. .. . . . .. ...... .... ..... -20d R S. NAILS w z � .... .. ....., .,.., . .. ., .,.. .., ..,. .., ., ., 5 _O O PER CONNECTION H- S2 U " I> K �7 EXTENSION OR UPRIGHT 0..,.... ..,., .. ... ... ASSEMBLY NAILED TO END ,.. .. �.., ..,. .. .,., ..., ..... .,... ..... ., Q O _ RAFTER ASSEMBLY AS � SHOWN AND TO EACH U v INTERSECTING WEB. FASTEN -� TO HEADER AND FRAMING Z MEMBER WITH (2) 16d R.S. ~_ ..... ..., .., . .............. „ ........., ..,....... ..,... .... .,. . ., .., .. , .,, .. .,. .. ....,., „ . .., .,.., ...,... ..,....,.. .. .....,... .,.., .. .... NAILS INTO EACH END O+O O Q ..,....,.. Qi .,....,... , Qi ....,....,. Qi.. ...... , ,. . .O ..... . ..Q.... ... . .. ..Q.i.. ....Q..i... ..,.Q..i... ...., ..,Q..i. . ,..., . , ,.Q.i 0 0 + DETAIL BCOLUMN EXTENSION Cf MEMBER OR UPRIGHT. 0 — — — — — — — — — —. 0 C/) 0 Lu 1 2 TRUSS/BRACING PLAN (2) 20d R.S NAILS IN OVERHAG FRAMw a TRUSS/BRACING PLAN LEGEND A'IE ED-54' 1290 R.C. TRUSSES @ 7'-6"O.C.54' END RAFTER ASSEMBLY TOE NAIL OVERHANG RAFTER-2x4 TRUSS TIES © 3'-9" & 4'-0" O.C. TO OVERHANG NAILER WITH- 2x6 DIAGONAL END BRACES Q 7'-6" &8'-0"O.C. (1) 16d R.S. NAIL EACH SIDE z (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) Tp 54' -2x10 (NO.1 SYP)OVERHANG FRAMEEND RAFTER ASSEMBLY 2x6 O DRAWN BY: DEMPSEY 2x4 TRUSS TIE (7) 20d R.S. NAILS DATE: 02/12/10 .. a,a-:- .CHECKED BY: AF 3-2x6 CORNER COLUMN _y II _ DATE 02/22/10 60d R.S. NAIL II" I,,, - \� -_ REVISED DATE i" _ _ � -- V H REVISED DATE. -- I\li/'�� - Z 7.010 REVISEDDATE --- LOWER TRUSS CHORD 20 ga. GALVANIZED ADDITIONAL 2x6 NAILER o REVISED DA TE ---- \, �\ PURLIN CONNECTOR DETAIL A NEW , 20d R.S. NAIL THROUGH1/2" SCALE' 1 = I'-0" STRAP INTO TIE o, '� R (3) 1 1/2" R.S. NAILS i •� - .-a-r¢ss&a.:-r; ._.,:mTsh-: y� 2. ' i' THROUGH STRAP 1;� � •O =• i` 2' LONG END BRACE STRAP (1) 49x1"TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE 1 (4) 2 1/4" R.W. NAILS IN HOLES SHOWN, (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 02 - 231— 1Q 2x4 TRUSS TIE 2. 8. 2x4 TRUSS TIE TO ENDWALL DETAIL SCALE; SCALEAS NOTED 1' 4' 16' SHEETNO. S20FSI OFFICE: WEB STIFFENER DETAIL JOB GUTGHGGUE, NY NO. 128-0847 2x4 (NO. 1 SYP) "T" STIFFENER CENTER 2x4 (NO. 1 SYP) WEB REQUIRED ON THESES WEBS STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN' NAILS OR 16d R.S. NAILS WITHIN 4"OF ENDS & 6"O.C., STAGGERED TRUSS SPACING 7-6" O.C. v SECTION A-A 3.96 LIVE LOAD 16 PSF OL: N DEAD LOAD 4 PSF SCALE: 11/2"= 1' 0" CEILING LOAD - PSF TOTAL LOAD 20 PSF A A O = Z 10-3-0 O V z W W z 53-9-0 J W 'z se .. W 54' R.C. 1290 TRUSS N Q SCALE: 5/16"= 1'-0" 1 4 Q � � UJ 1) _W i 2x4 PURLIN sQ HEADLOK .19"x6.0"FLATHEAD LAG SCREW o (ICC-ES REPORT ESR-1078) O OFfR�gS �/ 20 GA. GALVANIZED / TOP Il GNOR� \o �\� PURLIN CONNECTOR Z W z •; ; W a (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND ---- 5.4' WIDE U-1 g (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF (ZONE 2 & 3) PURLIN IN HOLES SHOWN )JOINT MUST BE TIGHT J BEFORE FASTENING CLIPS a z 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH EY 6" HEADLOK FLATHEAD LAG SCREW) 4 iil \� DATE:DRAWN BY: DEMPSDEMPS10 SCALE: 1 1/2"= 1' 0" ,�I �I ' - - 1_ 2x4 PURLINS 23"O.C. 11 TO 6Sf�R - Z 20 0 I CHECKED BY. AF 8 ) •) )/ _ DATE' 02/22/10 II Z 'i REVISED DATE ---- O4 bOd R.S. NAIL REVISED DATE ---- II REVISED DATE _— OFSEg`OGp40N5 orrRUss 20 GA. GALVANIZEDa) REVISED DA TE: ep R� o PURLIN CONNECTOR 5.4'WIDE S pND BN INDICATES PURLINS TO BE FASTENED � (ZONE 2 &3) SE0.M�oTp3Et0.05 O w/HEADLOK .19"x 6.0"FLATHEAD LAG fOR \ �'RF', `Of NII 8 . "1• SCREW, ALL OTHER PURLINS TO BE o• •; C" G2;, s �OtHSN FASTENED w/606 R.S. NAIL • , * ,O p, )1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON LAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT mnm� BEFORE FASTENING CLIPS 54' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2"= V-0" 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE:AS NOTED SCALE: 1 1/2"= V-0" SHEET NO. S3oFS10 . OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-0847 b p O Q OF THE NALERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 26'-6' a 52'_0'' n 26'-6" VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. � 5.4'WIDE(ZONE2&3) 5.4'WIDE ( l (ZONE 2) (ZONE 2&3) ZONE 1) N (ZONE 3) A 4 0— rc 6 w (ZONE 2) 3 6E O^/ Z (ZONE 3) 4E2 Z 0 : . 2 a 5 _Z E MWFRS Lu Reference LL Corner z 5.4' WIDE (ZONE 2&3) Lu 5.4WIDE 942'WIDE (ZONE 4) w jz�(ZONE 5) 5AWIDE EAST ELEVATION �ZONE15) W(ZONE2 &3) r. 5.4'WIDE4 2 12 T#16 GABLE TRIM (ZONE 2&3) � 4� 5.4'WIDE U J � (ZONE2&3J �— -I r LuZ r Z 0 U Q0HI-RIB STEEL SIDING C T#21 CORNER TRIM Z 0 v_ a T#167 BASE TRIM C/1 z LL z 432'WIDE (ZONE 4) ( C H '- 5.4' WID43.2' WIDE (ZONE 4) f 4'WIDE 5.4'WIDE 5.4'WIDE 8 (ZONES ZONE 5) (ZONE 5) SOUTH ELEVATION (ZONE 5) LLJ J o zQ NORTH ELEVATION 5.4'WIDE Lo (ZONE 2&3) (ZONE 2) T#5 RIDGECAP D r 5.4' WIDE (ZONE 2&3) (ZONE 3) (ZONE IJ + DRAWNBY. DEMPSEY .. DA TE.' 02/12/10 (ZONE 2) - - -- CHECKED BY. AF DATE: 02/22n0 (ZONE3) 5"O.G GUTTERS iJ ',REVISED DATE.' --- rl 'REVISED DA TE. ---- REVISED DATE: ---- REVISED DATE.' --- :iii. HI-RIB STEEL SIDING,µ,, - NE °F wyNw'w T021 CORNER TRIM & w P T#167BASETRIM .� 2. _ 5.4'WIDE 94WIDE (ZONE 4) mums (ZONE 5� 2'5' 0" 43'_9" L 5.4' WIDE q 11 56-3" (ZONE 5) O O P o O I WEST ELEVATION o SCALE.AS NOTED SHEET NO. S40FS10 OFFICE' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) ♦THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 128-0847 NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 2.) FOOTINGS ARE DESIGNED FOR A 2000 PSE SOIL BEARING CAPACITY. LOCAL OO FLUOROFLEX HI-RIB STEEL CONDITIONS MAY REQUIRE MODIFICATIONS. sQQ2x4 PURLINS ® 23"O.C. r (NO. 2 SPF) 3.) CONCRETE FLOOR NOTES: 0_ r;+ 1"HEAVY DUTY THERMAX INSULATION k e OTRUSS a. 3500 PSI, 5 1/2 BAG MIX CONCRETE2x4 BEV. PURLIN b. SLOPE GRADE AWAY FROM BUILDING ® 1" PER FOOT FOR A MINIMUMWIRE MESHDISTANCE OF 10' PLUS OVERHANG WIDTHT#178 IN COLUMN c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. w SADDLE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING � 11�� Z 2x6 BEV. FASCIA LAMINATED COLUMN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL `J OS 5"O.G. GUTTERS a BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT ' ^ TR 144 8 146 FASCIA TRIM 54' 1290 R.C.TRUSS d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS `J 0(9SOFFIT - Z HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER U-1 1 © ( 2 ) 1/2"X5 1/2"M. BOLTS S Lu 1 ( 12) 20d R.S. NAILS z W J LAMINATED COLUMN W Z Q KYNAR HI-RIB STEEL W 3/16'X3/4"x30"H,R. FLAT STEEL I 1/4"xl 1/4"x14 GA. SUPPORT ANGLE Q E_— FASTENED — >i - FASTENED TO COLUMN AT EACH N Q CORNERWITH (5) 20TOTx2" Lj,J Q STAINLESS NAILS. (20 TOTAL NAILS 30° PER COLUMN) � 14 GA. CHANNEL WITH 1/4"PLATED = RIVET TO SUPPORT ANGLE 0 V GGGiii 14'-0" UNDISTURBED SOIL •0 GRADE TO HEEL STILT INSTALLATION LU 0 ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) @ = Q 1. INSTALL PRESSURE TREATED / 1 3-2x8 LAMINATED COLUMN '' " LOWER COLUMN WITH STILT IN THE `J +" AUGERED HOLE. 2x2 VERTICAL BLOCKING AT COLUMN LOCATION 2. POUR 9"MINIMUM THICKNESS OF 0 ANCHOR NAILS PER STRAP XSTAINLESS STEEL Q READI-MIX CONCRETE INTO THE O° AAILHOLE AS SPECIFIED. Z 0 BUILDING COLUMN L1 3. BACKFILL AND COMPACT THE T#167 BASE TRIM 81 M BASE ANCHOR ANNULAR SPACE AROUND THE c/1 Z (1) ROW 2x8 TREATEDSPLASHBOARDQQ O BASE IC STILT ISOMETRIC AUUGURDCOLUMN TO GRADE ROMTHESITEHSOIL Q W FASTENING DETAIL -- SCALE: 1 1/2''= 1'-0" C) y 1 1 1 g 18" LOWEST 5"CONCRETE FLOOR♦ _ MEMBER CUT-OFF J ^ --=_7-" "- 81M BASE ANCHOR eQ J FINISH GRADE a 4"MINIMUM COMPACTED GRANULAR BASE DRAWN BY: DEMPSEY <� DATE: 02/12/10 24 NAILS R�TE-1 -2xB LAMINATED CHECKED BY: AF COLUMN 10"THICKMINIMUMUMN READYLT "\ COLUMN TE "+� 46 NAILS TOTAL REVISED DATREVISED DA E 02/22/10 LAMINATED it t" ,,.� .,. L BELOW BOTTOM OF LOWER COLUMN WITH a� 22 NAILS ---- ADDITIONAL READY-MIX TO TOP OF 224M STILT �" 18 NAILS y _ 40 NAILS TOTAL REVISED DATE' - 24"O (9"4), PLACE CONCRETE BELOW AND ABOVE �r RVISED DA'TE' - BOTTOM OF LOWER COLUMN IN ONE OPERATION. +Slf�pf INTERIOR� � - .*yam°O1jvr SIDEWALL SECTION A e"` °F "Ewe SCALE: 1/2"= 1'-0" yA4�•q`'9 L, SZ �' INTERIOR EXTERIOR * • ` 'I Ill / •G 2, JAI— NAIL KEY / 9 EXTERIOR (20d) NAILS l 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 1 NAIL KEY S 0.148x 4 (20d) NAILS 3-2x8 COLUMN SPLICE FASTENING DETAIL � Z - r23 — co " " 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS SCALE: 1/2"= V-0" 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= V-0" SCALE:AS NOTED SHEEF NO. S5oFS10 OFFICE: CUTCHOGUE, NY GABLE PURLIN FLASHING FLUOROFLEX HI-RIB STEEL T#BLE GABLE TRIM 2x4 PURLINS @ 23"O.C.Q Q (4) 0.135"x 2 1/4" R.W. JOB NO. (NO,2 SPF) NAILS OR 1 fid R.S. NAILS KYNAR HI-RIB STEEL 2x6 UPRIGHT 128-0847 2x6 FASCIA T#194 TRIM STOUCH RAP & INTO BRAC 54' END RAFTER SOFFIT i 2' END BRACE STRAP W/ HPRE-PUNCHED HOLES (BEND HI-RIB/SOFFIT CAP TRIM U TO FIT( FASTENED W/ (3) 0.140x11/2' R.5. NAILS 54'-2x10 (NO. SYP ( i �� T#71 TRACK COVER _ END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED TO COLUMN 51 M TRACK n 2x6 E.C.E. W/(4) 16d R,S. NAILS w i TOP "D" RAIL (16 GAUGE( KYNAR HI-RIB STEEL 54' 1290 R.C.TRUSS 15'-6" 3x4 TRACK BLOCK O Z -- -- -- -- - -- - - - --- - - - 11/2"x2' BLOCK &T#74 TO GRADE �/ O ADDL. 2x6NAILER — a - - - - -- - T#23 JAMB TRIM 2x4 TRUSS TIE 2x3 JAMB (BEYOND; Z BOTTOM 2'TREATED) LATCH HANDLE 47E A/S LATCH STRIKE PLATE U-1 1 L11 Z 2x3 JAMB W (3) 2x6 JAMB COLUMN (BEYOND( W/2x6 SPLICE STIFFENER W Z W NU SLIDING DOOR HEADER SECTION C Lu SCALE: 1"= l'-0" Q 14'-0'' U GRADE TO HEEL v_ F— O Z O U � (2) 60d R.S. NAILS IN OVERHANG RAFTER ¢ 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG FRAMES O 0 Z O 3 6" " C/1 Z W N tl c W a --_�— 81M BASE ANCHOR J o 54' 1290 R.C.TRUSS x FINISH GRADE T#71 TRACK COVER 4'-0" 51 M TRACK 3x4 TRACK BOARD 340E TRUSS HANGER WITH (14) 1 1/2"R.S. NAILS DRAWN BY.' DEMPSEY TOP"D"RAIL (16 GAUGE) & (1) 1/2"x2 1/2'' M. BOLT DATE: 02/12/10 14'-0" 1 1/2"x2"BLOCK 51/4"x161/2"GLU-LAM HEADFIR (2400fb) CHECKED BY; AF 218M (14 GA.) COLUMN STILT GRADE TO BOTTOM 2x8 HEADER (NO. 1 SYP) 8"THICK MINIMUM READI-MIX CONCRETE OF TRACK GIRT T#74 TRACKBOARD TRIM DATE; 02/22/10 BELOW BOTTOM OF LOWER COLUMN WITH T#25 JAMB TRIM REVISED DATE: ---- ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±), 2x3 JAMB BEYOND; BOTTOM 2'TREATED) REVISED DATE: --- ' 16"0 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. BE x8 LAMINATED JAMB COLUMN REVISED DATE: -- BEYOND WITH AN ADDITIONAL 2x8 LATCH HANDLE TREATED LAMINATE FOR HEADER REVISED DATE.' ---- 47E A/S LATCH STRIKE PLATE SUPPORT FROM 1'-0" BELOW GRADE ENDWALL SECTION B TO 15" ABOVE HEEL HEIGHT SCALE: 1/2"= V-0.. OF NE 2x3 JAMB .OL S O [JAMB OTE: OOR HEIGHT= HEEL HEIGHT. _— - COLUMN CUT-OFF HT. = 15"ABOVE HEEL HEIGHT. � IJ�NH - 2 2010 � SLIDING DOOR HEADER SECTION D I L - oz - SCALE: 2 -SCALE: 1 "= 1'-0" SCALE:AS NOTED SHEET NO. S60F ( 7 C 10. OFFICE: TOP OF BEAM HANGERA�111111 UPOLA CAP 0 CUTCHOGUE, NY SITS DOWN ON SQUARE CUT COLUMNBEAM HANGER TO COLUMN JOB NO.128-0847 OUTSIDE WITH (3) S.S COLUMN HOR NAILS UPOLA ROOF 0 0 U 0 � � m O Z NAIL HANGER TO BEAM W/ J - � O (6) S.S. COLUMN ANCHOR 6 .� _ NAILS (3 ON EACH SIDE) GLU-LAM BEAM / �.. ..... J UPOLA SIDE ro ' ^ r6J ., ... �. 1� FRAME 7v a 3-2x8 LAMINATED COLUMNAINATE % " " "'" .--.`' /4POLA BASE FRAME 0 OSB CUPOLA SUPPORT Q Z 6T#167 M/ INSIDE VIEW / OPNIONI.AL \� 2X4 BEVELED BASE BLOCK ® LjLj l ...., .,.... J 2x4 CUPOLA BLOCKS ® W 39Q FRAMING CLIP Q 7 BEAM HANGER LU T� CUPOLA BASE TRIM LU Z ~ U i w G ' Q NAIL 2x8 GIRT TO BEAMooa Q W/A MINIMUM OF (4) 000 Q �i 20d GUN NAILS Q 4" 00 RE-MADE PEAK BLOCK®® �_! O.C. STAGGERED 4" 4" 1/2"x12"LAGS � O 4 CUPOLA FRAMING SECTION U NAIL 2x8 TO COLUMN W/A MINIMUM OF (4) 20 D R.S. NAILS �/ o 2x3 JAMB Q O z m CENTERLINE OF CUPOLA ( ^ O 11_0" 6" 6" OUTSIDE VIEW FIRST ROW 2x4 PURLINS V1 Z W = 'NOTE: VIEWS ARE SHOWN WITH V-0"OVERHANGS m a 5 1 /4" GLU-LAM JAMB DETAILS 0 g Eli CUPOLA BOX SUPPORT FRAME _J J Y Z CUT TRUSS HEEL BACK BY WIDTH OF BEAM PLUS 114" FOR TRUSS HANGER ) FASTEN 340L TRUSS HANGER TO PEAK PURLIN BEAM WITH (10) 20D R.S. NAILS V-2 1/2" V-2 1/2" DRAWN BY. DEMPSEY )PLACE NAILS IN ALL HOLES PROVIDED). DATE: 02/12/10 TRUSS PEAK CHECKED BY.I AF 51/4"x161/2"GLU-LAM HEADER (2400 fb) DATE' 02/22/10 PRE-MADE REVISED DATE. ---- PEAK BLOCK®® REVISED DATE: ---- 0 REVISED DATE: ---- 2x8 GIRT (NO. 1 SYP) L.REVISED DATE: ---- ppbuy TRUSS TRUSS IF E y�P•( fFOr k'yo d • �D L. LA gyp_ rW' O.`F't E 340L TRUSS HANGER ) 394 FRAMING CLIP FASTEN 340L TRUSS HANGER TO TRUSS WITH 2x4 CUPOLA BLOCKS ® (I) 1/2"x21/2"M, BOLT & (14) 1 1/2" R.S, NAILS (PLACE NAILS IN ALL HOLES PROVIDED). 3'6 x 3'6 Cupola -Functional 1,",a - 2 2010 (2x4 Purlins) TRUSS HANGER ISOMETRIC DETAIL SCALE.AS NOTED (51/4"x161/2"GLU-LAM HEADER WITH 340L TRUSS HANGER) I-- " --� SHEETNO. _ ..... WOE S10 OFFICE. RAIL THICKNESS CHART CUTCHOGUE, NY STANDARDHEAVY VERTICALI HORIZONTAL VERTICAL HORIZONTAL JOB NO WEB FLANGE WEB FLANGE WEB FLANGE WEB FLANGE 128-0847 070" .090" 060' 080" 090" .150" .060" .130" Jill TOP"D' RAIL (16 GAUGE) III N I 3-2x6 LAMINATED U v JAMB COLUMN 29 3/4" (BEYOND) STRUT u HORIZONTAL"I"S.S. RAIL r— (0.06"WEB, 0.08"FLANGEJ VERTICAL T' RAIL Z 1 (0.09"WEB, 0.15"FLANGE) Z � o HORIZONTAL"I" 3-2x6 LAMINATED INTERMEDIATE RAIL Z JAMB COLUMN (0.06"WEB,0.08"FLANGE) Lu I � W HORIZONTAL"I" Z INTERMEDIATE RAIL 13E LATCH ROD (0.06"WEB, 0.08"FLANGE) 114) INTERMEDIATE RAILS O S.S. RAIL 15'-6" W _ VERTICAL"I"RAIL W y ,Aj1 1 HORIZONTAL"I" W Z LATCH HANDLE INTERMEDIATE RAIL h- j Q 47E A/S LATCH STRIKE PLATE 13E LATCH ROD (0.06" WEB, 0.08" FLANGE) F HORIZONTAL INTERMEDIATE"I" RAIL w A VERTICAL T'RAILS Q (0.09"WEB, 0.15"FLANGES HORIZONTAL"I" INTERMEDIATE RAIL 13E LATCH ROD (0.06'WEB, 0.08" FLANGE) LATCH HANDLE LL J F- O I JAMB DETAIL 1 293/4" CENTER DOOR GUIDE BOTTOM "D" RAIL Q x0 7 GRADE (16 GAUGE) 7 m v O 10'-6" a 10'-6" <!) 0 Z_ 21'_0„ W x 0 d DOUBLE SLIDING DOOR FRAME w s (SINGLE PANEL) J 1264 8"HOOK 2 Q INSTRUCTIONS VERTICAL TRAIL DRAWNBY: DEMPSEY 1.SCREW NUT ONTO HOOK. DATE' 02/12/10 2. SCREW HOOK INTO LATCH BODY. HORIZONTAL"I" INTERMEDIATE RAIL CHECKED BY: AF DATE. 02/22/10 CENTER DOOR GUIDE REVISED DATE: --- 14B A/S DOOR GUIDE HAS A BUILT-IN STOP FOR ALUMASTEEL DOORS SO STUB COLUMN REVISED DATE ---- 3/8"JAM NUT MUST BE EXACTLY CENTERED IN DOOR OPENING REVISED DATE --- • REVISED DATE ---- 1265 JAMB LATCH BODY 13E LATCH ROD y11 I,,. - ,,,, '11 y'lA •O 1. SG O '� DOOR GUIDE DETAILS MAR - 2 2015 11 1 LATCH HANDLE LATCH ROD DETAIL 0 Z m� � SCALE.'AS NOTED SHEET NO. SV OF S I 0 RAIL THICKNESS CHART OFFICE: STANDARD HEAVY CUTCHOGUE, NY VERTICAL HORIZONTAL VERTICAL HORIZONTAL JOB NO. WEB RANGE WEB FLANGE WEB FLANGE WEB FLANGE .0]0" .090" .060" .080" .090" .v6u 1 .130" 128-0847 Jill TOP"D" RAIL 116 GAUGE) 1 I I o 3-2x8 LAMINATED -� U JAMB COLUMN (BEYOND) 29 3/4" r STRUT I I _ C-1 � w m HORIZONTAL"I"S.S. RAIL (0.06" WEB, 0.13" FLANGE) O Z VERTICAL T' RAIL n/ (0.09"WEB, 0.15"FLANGE) ( ^ O I I v a HORIZONTAL "I"INTERMEDIATE RAIL v 3-2xB LAMINATED (0.06" 0 06"WEB, 0.13' FLANGE) a/ JAMB COLUMN 13E LATCH ROD Lu I Lu 1 1(3) INTERMEDIATE RAILS z HORIZONTAL"P, 1 (2) S.S. RAIL 14'-0" INTERMEDIATE RAIL 13E LATCH ROD (0.06"WEB, 0.13"FLANGE) "- w VERTICAL"I"RAIL w w r z LATCH HANDLE HORIZONTAL' U _ 47E A/S LATCH STRIKE PLATE VERTICAL "I"RAILS INTERMEDIATE RAIL - (0.09"WEB, 0.15"FLANGE) (0.06"WEB, 0.13" FLANGE) w LATCH HANDLE 1 G HORIZONTAL INTERMEDIATE"I" RAIL 13E LATCH ROD i < � I I wZ CENTER DOOR GUIDE 29 3/4" ~- BOTTOM "D" RAIL Z O JAMB DETAIL GRADE (16 GAUGE) Di o O 27_6' Z m DOUBLE SLIDING DOOR FRAME cnV Z (SINGLE PANEL) w = CIL 0 g J 12648"HOOK � J Z CENTER DOOR GUIDE 14B A/S DOOR GUIDE HAS A BUILT-IN STOP INSTRUCTIONS FOR ALUMASTEEL DOORS SO STUB COLUMN MUST BE EXACTLY CENTERED IN DOOR OPENING DRAWN BY.' DEMPSEY I. SCREW NUT ONTO HOOK. • 2, SCREW HOOK INTO LATCH BODY. DATE: 02/12/10 VERTICAL T'RAIL CHECKE$TE DATE2/10 HORIZONTAL T' REVISED DINTERMEDIATE RAIL REVISED D3/8")AM NUT J� REVISED DDOOR GUIDE DETAILS REVISEDa 'T"go 1265 JAMB LATCH BODYYO 13E LATCH ROD 4)6� �� I 617O. LATCH HANDLE vAn - z 2010 III owing LATCH ROD DETAIL _ ---� SCALERS NOTED SHEET NO. S90FS10 OFFICE: CUTCHOGUE, NY JOB NQ. 128-0847 U a � w Q z � 2: w 0' n z 0 a Z Lu Lu 1 ROOF STRUCTURE FASTENING SCHEDULE z 1 T#5 RIDGE CAP TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) LLJ 2 HI-RIB STEEL TO 2X4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.o.) JLLJ r 3 20 ga. GALVANIZED PURLIN CONNECTORS 49 x I''TRU-GRIP SCREWS Lu Z 4 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE N U vir,5 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE W k 6 54' RAISED CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (12) 0.177"x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE U � 7 COLUMN STILT (14 GA.) TO COLUMN (20) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS w O 8 81 M BASE ANCHOR TO COLUMN 0.177"x 2-1/2"STAINLESS STEEL NAILS (4) PER ANCHOR rc 9 2x8 SPLASHBOARD TO COLUMN T6FTTI-4-pUaTRMG SHANK GA[7AlTnr7TTTES-@-SPUCE/ (5) 0.17/"x mINNECTION 10 2x6 NAILER TO COLUMN (6) 0.148"x 3-1/2" (16d) RING SHANK NAILS ® SPLICE/ (5) 0.148"x 3-1/2" (16d) RING SHANK NAILS ® STANDARD CONNECTION 0/ o 11 END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (5) 0.177"x 4" (20d) RING SHANK NAILS ¢ x 12 2x4 PURLIN TO END RAFTER ASSEMBLY (EXT) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE O z m 13 2x4 PURLIN TO END RAFTER ASSEMBLY (INT) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE ` ^ V a 14 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEADINTERNAL DRIVE SCREWS AT EVERY HI-RIB (I'-0"o.c.) U, 15 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP V 16 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE p w (SCREWED ROOF STEEL CUPOLA FASTENING) p g Lu_ _ 17 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x I"PLATED MACHINE BOLTS AND LOCK WASHERS .J 18 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x V STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS J s Q 19 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x I"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL Z 20 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS ® 6" O.C. 21 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2" (16d) RING SHANK NAILS Q 8"o.c. 22 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"x4-1/2" LAG SCREW W/ 1/4"FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) DRA WN 8Y: DEMPSEY 23 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0 135"x 1-1/2" RING SHANK NAILS DATE.' 02/12/10 24 FRAMING CLIPS TO PURLINS (2) 0 135"x 1-1/2" RING SHANK NAILS IN SIDE OF PU RLIN AND (2) 0.135"x 1-1/2" RING SHANK NAILS IN TOP OF PURLIN CHECKED BY. AF 25 PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135"x 1-1/2" RING SHANK NAILS DATE: 02/22/10 26 PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0,135"x 1-1/2" RING SHANK NAILS REVISED DATE ---- REVISED DATE --- REVISED DATE.• --- REVISED DATE: ---- u��ur0 ..._..,. . . ._. 4SDF NEk,Y NCAA - 2 2010 oz 71 SCALE:AS NOTED SHEET NO. SlOOFS7IO PLANNING BOARD MEMBERS �*0f So(/jy0 MAILING ADDRESS:P.O. Box 1179 DONALD J.WILCENSKI �� �� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERSN Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III 0� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Coum Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for David Steele Farm 107 Elijah's Lane, ±560' e/o Elijah's Lane & CR 48, Mattituck SCTM#1000-108-2-7 Zoning District: A-C Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made June 17, 2014. The site is now in conformance with the Approved Site Plan entitled "David Steele Farm", hand- illustrated on a survey for SCTM#1000-108-2-7 dated September 2, 1996, last revised January 5, 2004, stamped received in the Planning Department on February 8, 2010. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS ��,rjf SDUry� Southold, NY 1 971 P.O.Box DONALD J.WILCENSKI O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY �pQ 54375 State Route 25 JAMES H.RICH III 0� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR L'QUm r Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2014 Mr. William Kelly 22355 Cox Lane Cutchogue, NY 11935 Re: Extension of Site Plan Approval for Agricultural Storage Building/David Steele Located at 107 Elijah's Lane, Mattituck SCTM#1000-108-2-7 Zoning District: A-C Dear Mr. Kelly: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 7, 2014: WHEREAS, this Site Plan is a 5,670 sq. ft. agricultural storage building measuring 54' x 14' x 105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the A-C Zoning District. There are six existing farm buildings on site measuring 8' x 12', 24' x 30', 30' x 35', 26' x 18', 30' x 61' and 70' x 44'; and WHEREAS, at a Work Session held on February 16, 2010, the Planning Board accepted the application for review; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEAR) (6 NYCRR, Part 617.5 (c) (3) has 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 therefore not subject to SEQRA review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280-133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use and part of an active farm operation and the parcel is large in size relative to the proposed and existing structures (the structure will cover .67% of the farm area). Therefore, the Planning Board will require only the following site plan application items: §280-133 A. (1) and (2), B. (1)(a—f), B. 3(a) and B. 4(a) and (i); and David Steele Farm Page Two July 8, 2014 WHEREAS, the Southold Town Planning Board has found that the public hearing for this application may be waived for the following reasons: this site is an already active farm operation, the location of the new building is such that it will conform with other structures on the property which are already actively being used for agricultural purposes, the adjacent parcels are active agricultural operations and the proposed storage barn will be 250' feet from the property line to the east; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280- 131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the barn is being used for the storage of farm equipment, baling hay and straw and storing baled hay and straw, where space for the parking of farm vehicles is ample, and there will be no public access to the barn; and WHEREAS, on March 22, 2010, the Southold Town Planning Board granted approval on the Site Plan entitled "David Steele Agricultural Storage Building", prepared by Roderick VanTuyl on September 2, 1996 and last revised on February 8, 2010 by the owner— David Steele; and WHEREAS, on March 22, 2013, the Site Plan Approval expired; and WHEREAS, on June 23, 2014, the agent, William Kelly, submitted a letter requesting an Extension of Site Plan Approval simply because they forgot to call for a final inspection; and WHEREAS, at a Work Session held on July 7, 2014, the Planning Board reviewed the application and determined the expired Site Plan is in compliance with current rules and regulations; be it therefore RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for eighteen (18) months from March 22, 2013 to September 22, 2014 on the Site Plan entitled "David Steele Agricultural Storage Building", prepared by Roderick VanTuyl on September 2, 1996 and last revised on February 8, 2010 by the owner— David Steele. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman i • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 7, 2014 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Executive Session - Legal Advice 4:30 p.m. Applications 5:45 p.m. Review Public Meeting Agenda ..__................................................................................................................................................................................................................................................................................................._..............................._............................................................................ . Project Name: Cablevision Systems Corp. SCTM#: 1000-52-5-59.4 .......................................................... .........._..._..................................................... ......................................................... Location 473889 NYS Rt 25, +580' s/w/o Albertson La. & NYS Rt._25, Greenport ........ ........ ......... ... ... .. ......... ......... ..... ...... Description: This site plan is for the proposed construction of a 1,200 sq. ft. building to house cable switching and transmission equipment on 4 acres in the Light Industrial Zoning District t...................................................................................................................e................M......................................................•..........................................._.T................................•....................................._....................................—................................................................_...._............. Status: Expired...... ............................... .............................. .... ................................................................................................ .......................... ................................................................................................._........_................................_.._._.............................._..........................................................................; Action: Review comments from site visit. ............................................._......_........ ..............................................;.............. . ......................................_............................... .......................... ....................... .._.... ......................... ...... .... ............ ..... _..... .......................... ...............................................; ttachments: St..aff Re .._ort......................................................................................................................................................................... ..............................................................._...................................................... .................................................................................................................................................................. ......._..._....._.......__..__.............._...._........._._......................................................................... Project Name Steele David SCTM#: 1000-108-2-7 .......................J................................_............................................._.................................. ................................................................................................. ............................................_.................................................._........_._.._.__..... _.........................................................: Location: 107 Elijah's Lane, Mattituck ..... .... ..... ....... ._.. ...._... ................._._. ......................... ........_......_._.................._..._.__......................................._ ............ Description: Proposed construction of an agricultural storage building, 54'x14'x105........._.....' for the storage of farm equipment, baling hay and straw and storing baled ha and straw on 19.6 acres in the AC ZoningDistrict ..................................................................................................................:...................Y......................................................................................................................._......_................_.............................................................................. ...._........----_........................................................................................................... Status: _............................................................................ Approved Site Plan ........ ..................................................................................... .............................................................. ......................................_.......................................................................................... Action: ; Review comments from site visit. ..... ....... .......... ............. ................. ................ ......... ............................ ....... ................. .......... ............... .._.... ........................... .................... ....................... .............. ............. ............ ..........................; Attachments: Staff Re_ ort ................................................p................................................................................................................................................................................................................................................................. .................................................................................................. .....P r........................................................................................................................................................................................................................................................................................-........._............................_..._.............................................................................................._........................................................................ o ect Name Showalter Farms, LLC SCTM#: 1000-108-4-1.4 .........................................................................-..................................................................................................................................................................._;......................................................,..........................................._............. .................................................................................: Location: 18625 Main Road, Mattituck ................. .................................................................................................................................................................................................. ........ ............................. ................ .. ......................................._......... ...... ................................ ................................... Description: This proposed site plan is to construct phase one of a riding academy, and includes one 24' x 30' (720 sq. ft.) 3-stall barn, two 24' x 10' (240 sq. ft.) 2-stall barns, an outdoor riding/training area approximately 140' x 270" and eight 8 arkin stalls on 24.2 acres in the A-C Zoning District. .......................................................................................................................................................g...................... park Status: New Application ............. .................. .. ... ........ Action: Review for completeness. .................................... . ..................................................................... .............................................................................................. . . . . . ..........................................................................................................................................................................................................................................................................._: Attachments: Staff Report ort ................................................ ............................................ . . .............................................................................................................................................................................................................................................................................................. Pro........................................... ............................ ... .............. Ject.._name:............. Greenport Harbor Brewery.... SCTM#: SCTM#1000-75-1-14 ............................:...................................................................................................................................................... Location: 42155 Main Road, Peconic ................................................................ ............... ........... ..................................................__................................................................................................................................................................................................................................................................................................................................................................................._: Description: This proposed amended site plan is for the renovation of three (3) existing buildings--formerly an auto dealership--into a micro-brewery. Buildings 1 & 2 total ±13,000 sq. ft. and contain a micro-brewery production facility; Building 3 is 2,560 sq. ft. with a 2,100 sq. ft. addition and contains a tasting room and brew pub; Building 4 is a new 1,200 sq. ft. equipment storage building, all on 2.89 acres in the General Business (B) Zoning District. ......... ........... ......... Status: Pending .............._ ...... .. ...... .......... . .. .. .. Action: Status Up-date ... ....... ... ........ _ ..... ................. ...................................................................... Attachments: Staff Report ... ...... .... ............................ .. __ ......... ............. _ Cummings, Brian A. DIAM SA-QeAe- S�(m SCTM From: Richter,Jamie Sent: Wednesday,July 02, 2014 3:39 PM To: Cummings, Brian A. Subject: Contour Elevations Attachments: Route 48 Contours.pdf Brian It would appear that the owner is correct. Stormwater generated at this site would be trapped in a large depression along the County recharge basin on his own property. Therefore,the drainage structures would not be required at this time. Jamie James A. Richter Office of the Engineer D E C E � U E Town of Southold, New York LU02 2014 Stormwater Management Control Plan Website: http://www.southoldtownnyt;ov/in(lex.asi2x?nid=195 Southoid' Planning e, rd Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 . e MORTON BUILDINGS/ INC. www.mortonbuildin com a Cox Lane Industrial Park•22355 County Rd.48, Unit 4 Office:631/734-4060 Cutchogue, New York 11935-1159 Fax:631/734-4061 T0: Town of Southold Planning Board 6-23-14 Town Annex Building 54375 Main Road Southold, NY 11971 Ref: David Steele Farm N 2 3 214 SCTM#1000-108-2-7 This letter is concerning two issues 1) Extension of planning board approval in order to get C of 0.Approval expired simply because we forgot to call for final inspection.Site inspection was done with Brian Cummings and myself on 6-17-14. 2)Provisions for roof water run-off.The approved site plan for the above referenced property specifies two 10'd X 8'h drywells one at either end of the building.We respectfully request that the owner be relieved of this requirement for the following reason: Due to the nature of the property and the well-drained soils surrounding the approved building, roof water run-off is contained in the immediate area surrounding the building and poses no threat of migration on to any other adjoining property. Please consider our request so we can move forward with closing out this project and filing for final- Certificate of occupancy Respectfully William Kelly Authorized Agent Excellence—Since 1903 • 0 Planning Board Site Inspection Record Project Name_i \-A Tax Map# Date Attending: 9C/ ; r Purpose of site visit: Notes: cE7 QP `- iUv �T ^� ( (rte MS4 Reporting Illicit discharge on or near site? Y o If Yes, briefly describe: (provide copy of this report to Town Stormwater Manager) • • MAILING ADDRESS: PLANNING BOARD MEMBERS SOP.O. Box 1179 MARTIN H. SIDOR �aOF !/Tyolo Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS H Q 54375 State Route 25 JOSEPH L.TOWNSEND �qzSk DONALD J.WILCENSKI (cor. Main Southold,& ou gs Ave.) �ouer+ Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE March 23, 2010 TOWN OF SOUTHOLD Mr. William Kelly P.O. Box 1680 Southold, NY 11971 Re: Approval: Proposed Site Plan for Agricultural Storage Building/David Steele Located at 107 Elijah's Lane, Mattituck SCTM#1000-108-2-7 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 22, 2010: WHEREAS, this site plan is proposing the construction of a 5,670 sq. ft. agricultural storage building measuring 54' x 14' x 105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the A-C Zoning District. There are six existing farm buildings on site measuring 8' x 12', 24' x 30', 30' x 35', 26' x 18', 30' x 61' and 70' x 44'; and WHEREAS, the applicant submitted an application for site plan review on February 8, 2010; and WHEREAS, the Southold Town Planning Board accepted the application for formal review at their February 16, 2016 Work Session; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEAR) (6 NYCRR, Part 617.5 (c) (3) has 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...of farm buildings and structures..." and not subject to review under SEQRA; and WHEREAS, on February 18, 2010, the Southold Town Architectural Review Committee reviewed and determined that the proposed agricultural storage building was acceptable; and WHEREAS, on February 26, 2010, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on February 26, 2010, the Southold Town Engineer reviewed the above-referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 1, 2010, the Town of Southold LWRP Coordinator reviewed the above- referenced project and has recommended the proposed project to be consistent with Southold Town LWRP policies; and 0 0 Steele Page Two March 23, 2010 WHEREAS, on March 17, 2010, the Mattituck Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on March 8, 2010, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to §280-131 H of the Southold Town Code, has the discretion to waive the public hearing requirement for those applications involving uses strictly related to agriculture; and WHEREAS, the Southold Town Planning Board has found that the public hearing for this application may be waived for the following reasons: this site is an already active farm operation, the location of the new building is such that it will conform with other structures on the property which are already actively being used for agricultural purposes, the adjacent parcels are active agricultural operations and the proposed storage barn will be 250'feet from the property line to the east; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280-133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare; and WHEREAS, pursuant to Southold Town Code §280-133 C, the Planning Board has found that requiring the entire set of site plan application requirements for this site is not necessary for the following reasons: the application is for an agricultural use and part of an active farm operation, and the parcel is large in size relative to the proposed and existing structures (the structure will cover .67% of the farm area). Therefore, the Planning Board will require only the following site plan application items: §280-133 A. (1) and (2), B. (1)(a —f), B. 3(a) and B. 4(a) and (i); and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for site plan applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the barn is being used for the storage of farm equipment, baling hay and straw and storing baled hay and straw, where space for the parking of farm vehicles is ample, and there will be no public access to the barn; and WHEREAS, all applicable requirements of the Site Plan Regulations Article XXIV, §280— Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board hereby waives the public hearing requirement, the parking requirements, and site plan application requirements as noted 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 Steele Page Three March 23, 2010 RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "David Steele Agricultural Storage Building" prepared by Roderick Van Tuyl on September 2, 1996 and last revised on February 8, 2010 by the owner— David Steele, and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. 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. Vey truly `yours, Martin H. Sidor Chairman Encl. Cc: Building Dept. w/map Town Engineerw/map • ;S R MATTITUCK FIRE DISTRIC Cw PO BOX 666, PIKE STREET MATTITUCK, NEW YORK 11952-0666 Commissioners David F.Haas,Chairman John C.Harrison,Secretary Barbara Dickerson,Treasurer Norman A.Reilly,Jr.,Vice Chairman Lloyd H.Relsenberg William G.Young Warren W.Jackson March 17, 2010 Southold Town Planning Board Ms. Tamara Sacco, Planner P O Box 1179 Southold, NY 11971 Re: Steele Agricultural Storage Building SCTM#: 1000-108-2-7 Dear Ms. Sadoo; The Board of Fire Commissioners of the Mattituck Fire District reviewed the above mentioned standard subdivision make no additional recommendations other than that all drives be cleared and maintained to meet Southold Town Code. If you require any additional information please do not hesitate to contact me. Sincerely, John C. Harrison Secretary/Fire District Manager cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 • Page 1 of 1 Sadoo, Tamara From: John Harrison [JHarrison@mattituckfd.com] Sent: Wednesday, March 17, 2010 8:01 AM To: Sadoo, Tamara Subject: Plan Approval Ms. Sadoo, The Board of Fire Commissioners of the Mattituck Fire District at their regular meeting on March 16, 2010 have requested that in the applications for Casmo Carucci—SCTM#1000-108-2-5.1 and David Steele—SCTM#1000-108-2-7 Agricultural Storage Barns; that all drives, and roads be cleared and maintained to the Southold Town Right—of-Way Code. I will send a letter toad to your file on these requests. If you need any additional information do no hesitate to contact me. John C. Harrison Mattituck Fire District Secretary/ Fire District Manager 631-298-8837 x 22 631-298-8841 (Facsimile) 3/17/2010 MAILING ADDRESS: PLANNING BOARD MEMBERS �OF SOFT P.O. Box 1179 MARTIN H.SIDOR �O� y�lO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q JOSEPH L.TOWNSEND 54375 State Route 25 �� DONALD J.WILCENSKI � oU,M'� (cor. Main Southold,&Youngs Ave.) �y`, IY 1' Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Tamara Sadoo Date: March 8, 2010 Re: S\-eQS� SCTM#1000-108-2-7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. Description This site plan is proposing the construction of a 5,670 sq. ft. agricultural storage building measuring 54' x 14' x 105'for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the A-C Zoning District. There are six existing farm buildings on site measuring 8' x 12', 24' x 30', 30' x 35', 26' x 18', 30' x 61' and 70' x 44'. Thank you for your cooperation. Encls: Site Plan Application Site Plan • • MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUT P.O. Box 1179 MARTIN H.SIDOR O�a y�l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS A • O 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI Ii�COu,M'� Southold, NY n 11 Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 3 2010 Mr. Bill Kelly PO Box 1680 Southold, NY 11935 Re: Site Plan for Agricultural Storage Building/David Steele Location: 107 Elijah's Lane, Mattituck NY SCTM#: 1000-108-2-7 Dear Mr. Kelly, This letter is a follow-up to the Southold Town Planning Board's March 1, 2010 Work Session. The above referenced application has been reviewed by the Southold Town Planning Board for site plan approval review. Review is now complete and your application will be receiving site plan approval on Monday March 8, 2010 at the Southold Town Planning Board's Public Meeting. If you have any questions, please do not hesitate to contact this office. Thank you, Tamara Sadoo Planner r S OFFICE LOCATION: pF 0�y �� MAILING:ADDRESS: Town Hall Annex �q �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) w N Q Telephone: 631 765-1935 Southold, NY 11971 Fax: 631765-3136 -$y00UNTV LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Martin Sidor, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner \ LWRP Coordinator Date: March 1, 2010 Re: Site Plan for Agricultural Storage Building/David Steele Location: 107 Elijah's Lane, Mattituck NY SCTM#: 1000-108-2-7 This site plan is proposing the construction of an agricultural storage building measuring 54'x14'x105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 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. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action.- ; Cc: Tamara Sadoo, Planner • -;S /-` MORTON tUILDINGS, INC. .mort0 bl� uildings.com J�® Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 11935-1159 Fax: 631/734-4061 To: Town of Southold Planning Board 03-01-10 Fr: Bill Kelly / Owner Agent Re: David Steele application fee. To Whom It May Concern: /U Attached are the Following 1) Application fee $500. made out to the Town of Southold. 2) Stamped copy of building plans for your reference. Thank you Bill Kelly Excellence—Since 1903 a St�fFQ(41 t SCOTT A. RUSSELL cNS "; JAMES A. RICHTER, R.A. SUPERVISOR p ENGINEER TOWN HALL - 53095 MAIN ROAD ttY TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 ';� " .^ ') Tel.(631)-765-1560 S - JAMIE.RICHTHR®'rOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Martin H. Sidor February 26, 2010 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: David Steel Site Plan Middle Road & Elijah's lane, Mattituck, NY SCTM #: 1000-108-02-07.1 #: 1000-101-02-01 Dear Mr. Sidor: As per a request from your office, I have reviewed the Site Plan, dated 09/02/96 for the construction of a 105' x 54' Agricultural Farm Building. Please consider the following: 1. The proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management. All Gutters & Leaders shall be directly connected to leaching pools by installing 6" Diameter (Minimum) Drainage Pipe. If you have any questions regarding this review, please contact my office. Si ly, mes A. Richter, R.A. • • MAILING ADDRESS: PLANNING BOARD MEMBERS so P.O. Box 1179 MARTIN H.SIDOR O� y�l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G 54375 State Route 25 JOSEPH L.TOWNSEND ;O (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI IiYCOU,M'� Southold, NY X11, Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 23, 2010 John C. Harrison, Secretary PO Box 666 Mattituck, NY 11952 Re: Request for review on: Steele Agricultural Storage Building SCTM#1000-108 2-7 Dear Mr. Harrison, The enclosed site plan application, referenced above, 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. Project Description: This site plan is proposing the construction of an agricultural storage building measuring 54'x14'x105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the AC Zoning District Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, a / Tamara Sadoo Planner Encls.: Site Plan Application Site Plan should follow the "character" of the recent submissions of storage buildings depicting a barn shape with a gable roof and cupola. The Committee is recommending landscape screening of the storage building on all sides that face a public road. Motion made and seconded. All in favor. • LIEB AGRICULTURAL STORAGE BLDG. SCTM#: 1000-83-3-2.2 Tamara Sadoo,Town Planner presented the project to the committee. The Committee approves the project as submitted today. Motion made and seconded. All in favor. • DAVID STEELE AGRICULTURAL STORAGE BLDG. SCTM#: 1000-108-2-7 Tamara Sadoo,Town Planner presented the project to the committee. The Committee approves the project as submitted today depicting a white wall color with a green roof color and a cupola. Motion made and seconded. All in favor. A motion was made to close the meeting at 4:50p.m. All in favor. lizabeth Cantrell, Secretary �8 Sanford Hanauer,Chairperson Town Hall Annex Reynolds duPont,Jr. fUFfO(� Herbert Ernest ��OS COG 54375 Route 25 Joseph Lee a S� PO Box 1179 Ronald McGreevy Southold,NY 11971 Go x Howard Meinke y ♦ Fax(631)765-6641 Nicholas anamento 1l01 �y0 Telephone: (631)765- 1892 Mark Schwartz southoldtown.northfork.net Elizabeth Thompson Town of Southold Architectural Review Committee Minutes 4:00p.m.,February 18,2010 Town Hall Annex Executive Board Room Members Present: _ Ronald McGreevy; Elizabeth Thompson; Tamara Sadoo, Planner; Elizabeth Cantrell, Secretary The minutes for the January 21, 2010 meeting were approved. Introduction: �------ J All applicants will give a presentation consisting of drawings, exter'orr materials samples and other information required by the Plannin g Deart ent _The Committee Committee will ask questions and make suggestio ,. ns as part oha~general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Application: • CARRUCCI AGRICULTURAL STORAGE BLDG. SCTM #1000-108-2-5.1 Tamara Sadoo,Town Planner presented the project to the committee. The Committee does not approve the architectural style or the exterior colors of the storage building as submitted. The architecture for an agricultural storage building MORTON &ILDINGS, I N www.mortonbuildings.c M Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 11935-1159 Fax: 631/734-4061 To: Southold Town Planning Board 02-18-10 Fr: Bill Kelly/applicant Re: David Steele/ARB To Whom It May Concern: Attached please find color brochure for Morton Buildings, Inc. and color chart noting colors for proposed Agricultural storage building. Building standards are: 4 / 12 Pitch roof 1' 0" Overhangs sides and gable ends 1) 3'6" X 3' 6" cupola Roof: Evergreen Sides: White Trim: White Respectfully Bill Kelly Excellence—Since 1903 • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SUFI P.O. Box 1179 MARTIN H.SIDOR O�� y0l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS 41 Town Hall Annex KENNETH L.EDWARDS G 54375 State Route 25 JOSEPH L.TOWNSEND �� (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI �li`COU'M'� Southold, NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18 2010 Mr. Bill Kelly PO Box 1680 Southold,NY 11935 Re: Site Plan for Agricultural Storage Building/David Steele Location: 107 Elijah's Lane, Mattituck NY SCTM#: 1000-108-2-7 Dear Mr. Kelly, This letter is a follow-up to the Southold Town Planning Board's February 16, 2010 Work Session. The above referenced application has been accepted by the Southold Town Planning Board for site plan approval review. However, the Planning Board has not yet received the $500.00 application fee for this application. Please submit the$500.00 site plan review fee as soon as possible. Once the$500.00 site plan fee has been received from the applicant and all comments have been received from all of the applicable commenting Departments and Agencies, your application will be scheduled for Site Plan Approval. If you have any questions, please do not hesitate to contact this office. Thank you, Tamara Sadoo Planner • • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Tuesday, February 16, 2010 4:00 p.m. Applications Project name:— Owen Construction SCTM#L000-102-2-12_5 Location: _ n/e corner of Depot Lane and NYS Route 25, Cutchogue • _ Description: This site plan is for the conversion of an existing dwelling to professional _ — offices on a 20,224.28 sq. ft. parcel in the RO Zoning District._ — Status: _ Final approval Action: _ Review H.D. approval and consider scheduling for final approval Attachments: —_ Copy of H.D. Permit __— — Project nanw. Carrucci Agricultural Storage Building SCTM#. 1000-108-2-5.1 Location: 11780 C.R. 48, Mattituck Description: Proposed construction of a 2,100 sq.ft. agricultural storage building for farm equipment storage and produce packaging on 7.1 acres in the AC _ Zoning District _ Status: New Site Plan — Action: Accept application for review— begin referral process _ Attachments: -Staff Report Pro'ect name: Steele Agricultural Storajje Building SCTM#: 1000-108-2-7 Location: — 107 Elij_ah's Lane, Mattituck Description: Proposed construction of an agricultural storage building, 54'x14'x105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the AC Zoning District _ Status: New Site Plan —' Action: Accept application for review— begin referral process Attachments: Staff Report --_ -Prof ct name: Lieb Agricultural Storage Building SCTM#: 1000-83-03-2.2 Location: 13050_Oregon Road Cutchogue _ Description: Proposed construction of an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC ....... ----� Zoning District.-------- - --- ----- Status: New Site Plan Action: _ Accept application for review— begin referral process 1 Attachments: Staff-Report i Ts To: Southold Town Planning Board 02-05-10 Fr: Bill Kelly/ Owner Agent Re: David Steele Agri. Storage To Whom It May Concern: On behalf of he owner, David Steele, we our submitting an application to the board for approval of an agricultural storage building, 54' X 14' X 105' with a26'peak height. The purpose of the proposed barn is to store farm machinery primarily used for baling hay and straw. This barn would also be used for the storage of baled hay and straw. Please note that the harvesting season for the above mentioned farm product is from late May to October. So it is imperative that we get approval for the above structure prior to the harvest season, so it can be constructed and put to use this season. Thank you for your consideration in this matter. Respectfully Bill Kelly ajl{ � YGyyyy r ad . a fQ V 4 5 Y Q 'a s 'c Y R ,�,Y/ a Y •• 1 .4 1 Carucci: 1000-108-2-5.1; David Steel: 1000-108-2-7.1 x , t SITE PLAN STATUS REPORT SITE PLAN TYPE: AMENDED NEW WITHDRAWN INCOMPLETE PROJECT NAME: �Ip�e�� �ZONEI: ZONE2: ZONE3: LOCATION: HAMLET: SCTM# 1000 - 5 - --7 _ 17 OWNER NAME: TEL#( — APPLICANT NAME: TEL#(_) AGENT NAME: TEL#(�_- PROJECT DESCRIPTION: -- EXISTING USE: PROPOSED USE: BUILDING DEPARTMENT NOTICE:S/P REQUIRED Y OR N ZBA APPEAL REQUIRED Y OR N DAT _/E_ PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: --- INFORMAL REQUEST FOR REVISIONS: - _/__ APPLICATION RECEIVED DATE: APPLICATION PROCESS DATE: PAYMENT RECEIVED: —/—'— AMOUNT RECEIVED:$ NEW SP:$500✓ACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 ~ FEE AMOUNT:($ .00 X =$ ) ($.10 X SF-$ NEW APPLICATION WORK SESSION(WITIHN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N APPLICANT ADVISED OF NECESSARY REVISIONS —/—"/— (WITHIN30DAYSOFREVIEW) BUILDING DEPARTMENT. 100-254B3(WIT IN 30 DAYS) NOTES: —/—/ REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) SQA—'STBD—•STGCB_.JH—STB7 STE_�SCDHS_, RESPONSES NYSDEC_,USACORPS_,NYSDOT_,SCWq ,SCPD_,SCDPW_� NOTES LEAD AGENCY: TOSPB:_,OTBER:_REVH`W,PARnPART I _, _,PART J_SHORT ECFLONG RAF NO S:- ACTION TYPE:COORDINATED;_ UNCOORDINATED:_ Rr=PERKED TO:ST264STgo ,yT�_. S (TYPE7:_TYPE2:_UNLISTED:—) STEL,SCDHS_,NYSDEC_,USACORPS_,NYSDOi,SCWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE ARCHITECTURAL REVIEW COMMITTEE: NOTES LWRP COORDINATOR: - __/ BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: DER OF TRANSPORTATION:DOT ,DPW_, TOS SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OPTIONAL APPROVALS: '—/—/-- ZONING BOARD OF APPEALS;APPEAL#, / BOARD OF TRUSTEE'S: — NYS DEC WETLAND--IDAL/SPDES PLANNING BOARD DECISIONS: DENIED: APPROVED: CONDITIONAL FINAL: / ENDORSEMENT OF SITE PLAN: _L _ NOTES FIELD INSPECTION FOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPTUTOWN ENG GENERAL NOTE5: 10/4/2005 • • Southold Planning Department Staff Report Site Plan Application Work Session Date July 7, 2014 Prepared By: Brian Cummings I. Application Information Project Title: David Steele Agricultural Storage Building 107 Elijah's Lane, Mattituck SCTM#1000-108.-2-7 Zoning District: A-C II. Action Review all staff comments with regard to the request for approval extension. III: Analysis This site plan was approved March 22, 2010 for the construction of a 54'x 14' x 105' (5,640sf) agricultural storage building for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the A-C Zoning District. Site Plan Approval expired after three (3) years on March 22, 2013. June 23, 2014, William Kelly (agent), submitted a letter requesting an Extension of Site Plan Approval simply because they forgot to call for a final inspection. Application details: 1. SEQRA Type II 2. Public Hearing was waived 3. Numerous application requirements were waived (b/c the proposed building would cover .67% of existing farm area) 4. Parking requirements were waived 5. Two (2) 10'x 8' deep drywells proposed off NW and SE ends of building (not constructed) a. In the letter requesting an extension, Bill Kelly requests that these drywells be waived due to the nature of the property and the well-drained soils surrounding the approved building. Roof water run-off is contained in the immediate area surrounding the building and poses no threat of migration on to any other adjoining property. Comments from the Town Engineer: -It would appear that the owner is correct. Stormwater generated at this site would be trapped in a large depression along the County recharge basin located on the owner's property. Therefore, the drainage structures would not be required at this time. 1 • • V: Staff Recommendations 1. Permit the owner of the subject site to not be required to install the two (2) drywells described above with regard to the comments from the Town Engineer. 2. It is recommended that site plan approval be formally extended from March 2013 to September 2014 (18 months) so that a memo to the Building Department supporting the issuance of a Certificate of Occupancy can be officially delivered. 2 TOWAF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Z Site Plan Name: Suffolk County Tax Map#1000- /60- Z -_ 7 Other SCTM#s: Street Address: /b7 EL,,.SAI-IS Li.( Hamlet: WT-TL(Lt t� Distance to nearest intersection: ' Type of Site Plan: h New Amended Residential If Amended, last approval date: SECTION B: Owners/Agent Contact Information Please list name, mailing address, and phone number or the pe9ple below: Property Owner PAVJ l:�> Street lCT City MA-rTr-Tt)(_- I�_ State �j L4 Zip 111 SZ Home Telephone G?j(-Z`lf3 UZ "7 Other Applicant VJZLL2AY4, Street E0. &-).z 14sn City SO(r 0 f ,I6 ) State L-A Zip 11 1;,7 Home Telephone 1,31- Ze?S ?meq I Other C-51- 7514- y/a60 Applicant's Agent or Representative: Contact Person(s)* Street FLD City :5D-r7 L1 lel--D State "L. Zip 11-^1 Z Office Telephone c�j Z3�- [ ( Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data • Proposed construction type: New Modification of Existing Structure Agricultural Changeuse Property total acreage or square footage: CI , 3 q. 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: Property Zoning District(s): n� SZCaP�C,� Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? No V 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: IZtzltJ� i1 L � /� List all proposed property uses: A(t0zz ZuP-,-(, "S�k_ Other accessory uses: uEat { ` FAD-1 EALV-"J_� ( Existing lot coverage: r .5 % Proposed lot coverage: Z % Gross floor area of existing structure(s): ��� ) sq. ft. Gross floor area of proposed structure(s): SLIC J Parking Space Data: /j r* # of existing spaces: #of proposed spaces: Loading Berth: Yes_No_ Landscaping Details: kiA- Existing landscape coverage: % Proposed landscape coverage: % Waterfront Data: q Is this property within 500" of a wetland area? Yes No If yes explain: I, the undersigned, certify that all the bove information is true. Signature ofPreparer: Date: Page 2 of 2 Io/05/05 To: The Southold Town Planning Board 2-5-10 Fr: David Steele Re: Authorization Letter I David Steele owner of the property at SCTM# 1000-108-2-7 in Mattituck,NY, hereby authorizes William Kelly to act as my agent and handle all necessary work involved with the Southold Town Planning Board. Signature of owner Pi j -3,� Sworn before me this day ofin the year Notary ALICIA WALKER Notary Public State of New York No.O IWX6153064 Qualified in Suffolk County Commission Expires Sept.25, E APPUCANPS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at EOZ In the State of New York, and that he is the owner of the above property, or that he is the l nl� Foi/— 4jpi, ofthe (Title) (Specify whether Partnershlp or Corp.) which Is hereby making application; that there are no 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 regulations adopt by the Planning Board forr the filing of Site Plans and willhas examined irules comply with same; dthat the plans al of the Planning Board; ands hat he actual not l physical Improvements wialtered or changed ll be Instaany lled In strict aner without ccordanncevWith the plans submitted. Signed Owner) Signed "i;?avi u ,ol4cr; per or Corporate Officer and Title( Notary Public,State of New 1'o No.0161.16185050 Qualified in Suffolk County/ Comrniss;ou F; re April ; Sworn to me thl r. AL,,day of ) p `� �.r�`(1•�P `moi 7 (Notary Public) N m N O O W Peak Height 24'6" N N N Soffit Height 15' 3.5" Ip U Grade to Heel 14' N Roof Pitch 4/12 W C to CN r 6 TN m Z x b m b ^� O= v w N 0 W N � o � Z N moo 'm m �OpWN 6 mm� N O d N Peak Height 24'6" N Soffit Height 15' 3.5" Ip Grade to Heel 14' Roof Pitch 4/12 C C U2 N > 3 a � N H a N (p O - = x 2 i O r I g, 4 '�� ��� � N Vf IM 0) N 9pp O f R N_ Aim O N O� 90 0 N N 71 N n E N S 1 foot(non-vented) foot(non-vented) w 1 foot(vented) N 13 W3 27 0 oax N e C 54' 0 3 — c N27z 7 0 �N B � Z 1 foot(vented) S 43 4" E6 3" 105' vow O 'm Nb og Job 128-08,17 MORTONYBUILDINGUNC. PDate age 21512 o�6 252 W.Adams,P O.Box 399•Morton,Illinois 61550-0399 Building Color Definition HiRib Steel Evergreen Roof Evergreen T5 Ridge Cap Evergreen Sides White Soffit Evergreen Gable Evergreen Fascia Evergreen Qdarz� 4g11/[ Gutter Evergreen Walkdoor No Crossbuck(Flbersleel&MB) Unknown HiRib Steel White Downspouts While Comer Trim White Base Trim White III D HiRib Steel White Vertical Rails White Track Cover White Jamb End White Jamb Side White Door-Top White Note: The photograph above is an approximation of the features and colors on the Morton building reflected in this order and may not accurately depict the actual features and colors applied to the building. 128-1-20091231-12521799-2C52-8 2010 Morton @ulldfi9s.Inc. Owners Initials 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 significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 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 must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of SouYl*�ai<h1website (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# 1C)rv(,) - - —] PROJECT NAME DA,kl�FD The Application has been submitted to (check appropriate response): Town Board 'A Planning Boar Building Dept. U Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: I A YS Nature and extent of action: `S`i` VW XL(X�' AG�aCL�C:Zi 1C_ FEZ" IaG 1JAg SJ42A" , ASD SAA UQL)&A6vJ-f '�S Location of action: Site acreage: tq • ' � . Present land use: j (AA til( (tee aG Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: I/ " (a) Name of applicant: 1� 1— -E 4 pLL:�:4 (b) Mailing address: (c) Telephone number: Area Code ( ) l' 7,,�; � (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ 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. t„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 Sectio III—Policies Pages 3 through 6 for evaluation criteria Sectio ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria "$ Yes 0 No [-� 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 Yes 0 No 0 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 0 Yes 0 NoVNot Applicable 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. R Yes R No Not Applicable 31- Attach additional 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. ❑ Yes ❑ No 9 Not Applicable 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 ❑ No 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 if necessary WORKING COAST POLICIES Policy 10. Protect Southold's ter-dependent uses and promote silo of new water-dependent uses in suitable locations. See LWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 1Not 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 ❑ No04-Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III -Policies; Pages 62 through 65 for evaluation criteria. 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. ❑ Yes ❑ NoKNot Applicable PREPARED BY VJ4,_!_A,t l �, r4 TITLE LWW&CS DATE Z S l(� Amended on 811105 s�� • • MAILING ADDRESS: PLANNING BOARD MEMBERS so P.O. Box 1179 MARTIN H.SIDOR O� lbp� Southold, NY 11971 Chair h OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JOSEPH L. TOWNSEND �p <ZS (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI IiYCOU'M Southold, NY 111, Telephone: 631 765-1938 Faze: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 5, 2010 Re: Payments The referenced applications have been accepted by the Planning Board and the checks may now be processed to revenue. Thank you. Applicant/Project Name & Tax Map Amount Check bate/No. Type # Lieb Vineyards SP 83-3-2.2 $500.00 3/1/10-#7983 David Steele SP 108-2-7 $500.00 3/1110-#7984 LR • • MAILING ADDRESS: PLANNING BOARD MEMBERSO� OF so�lo� P.O. Box 1179 MARTIN H.SIDOR y Southold, NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS G JOSEPH L.TOWNSEND • O 54375 State Route 25 '.�` DONALD J.WILCENSKI ��y 'M'� � (cor. Main Rd. &dYoungs Ave.) COU IY 1` Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 2, 2010 Re: Payments Attached are the checks listed below. Fees are for 2 site plans not yet accepted by the Planning Board. Payments are for deposit into a deferred account. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Lieb Vineyards SP 83-3-22 $500 3/1/10#7983 David Steele SP 108-2-7 $500 3/1/10#7984 Encs. LR ... ... .. +.. .n..e, Y e..+t�f,. ✓.,Y S' tip. e MtDOLE. 20rD At.4.9 Z 9'1!r 'f { .vcaWi'CA - PRa'•! &L04 .J 3v ... .-:♦ P4,x Imo- TtuSiiry+,:h v OVAL DATED r• - 3s 1 „L:D�-fS tr7.,T THE CONDITIONS PROVALDATSm �� 100.254(1)ACK ^ ' R V L SET FOINI*1 THE RESOLUTION OF APPA t rnzom,ry{v n- ARL ACCEPTED.(SEE OOpIDpiTOTJS ON RESOL1T170NI -,:e TIiLB DATE re�ran.•..,,.e I -., U' _./6'�.2� i t O , F -�;❑ _a(cd (•BOARD >o '.� MIane _— TTTLE Plan shall be valid fDr D NOTE:'1 ne approved site development P-2 ears from val as per 3 the date of ap proa l = a period of Te Y code sectionn10100-255. \\/11 (A Rzia w r=te I G. To � L. s.anjzvvs-w.. AT IWA7 71,74./Ck: _._.._.._� •y i p ' .��J RLE:$O<,•.. I - _ ..:., � n 10 t n -.aL_ fai2�6a 196,4 licr8:; w t ;COVIJI- a. .np:z et. Ja.o-(o(-t-( ! i CA k rrs�u,s .91l.GVE'YEO S3Pr 2,Ja96 rr.ra wAR �- - - S • 3ZA. 13 - to Z,ANG I L v l/ 0 I ` y'Xy-e-.'t"_.. i^5^"dnf'v"x .. , l_ . _ .__.—. -. •.F dv..f.:f,a. .h_ _ r Nck.:� .T....,.:. (ziith'�..M�`1Ykui .;tirn «z,:,YhY, .:d` •.'F,� .:'+lt1Y'J.tir'_ w.:•.:: �,:. a.-.:' '_ LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPHe Type: Approved Proiect Type: Site Plans Status: Final - Pendina Inspection SUM # : 1000 - 108.-2-7 Proiect Name: Steele, David Address: 107 Eliiah's Lane, Mattituck Hamlet: Mattituck Applicant Name: David Steele Owner Name: David Steele Zone 1: Approval Date: 3/22/2010 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 3/23/2010 Zone 2: Zone 3: Location: SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCANNED APR 2 1 2010 SCAN Date: Records Management