Loading...
HomeMy WebLinkAbout1000-115.-4-8.6FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 31, 2006 TO: Otto Keil Florists Inc. 30 East Gate Drive Huntington, NY 11743-5109 Please take notice that your application dated January 24, 2006 For permit for a construction of greenhouse in the Residential R-80 district at Location of property: 4615 New Suffolk Avenue, Mattituck County Tax Map No. 1000 - Section 115 Block4 Lot 8.6 Is returned herewith and disapproved on the following grounds: The proposed construction requires site plan approval from the South0!~t Town Planning Board. ~ ' Note to Applicant: Any change or deviation to the above referenced gpplicat~on~:.may, reqm~e' :~ further review by the Southold Town Building Department. CC: file, Planning Board FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: I / g ~ / ~ r~, Date Sent: Suffolk County Tax Map No.:lO00- II~- Request: O,~,'~'r,r-~_-r ,-,_ '/'l - ~.5' Zoning District: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as is permitted: Ini ~g Inspector Planning P.D. Date of Comment: ,/ ,hZ ~ Comments: ,~. Final Determination Date: / / Decision: ignature of Planni~ 3apt, Staff Reviewer Signature of Building Inspector 5.2 LINE LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Project Type: Site Plans Status: Incomplete Application - In Active SCTM #: 1000 - 115.-4-8.6 Project Name: Otto Keil Florists, Inc. Address: 4615 New Suffolk Avenue, Mattituck Hamlet: Mattituck Applicant Name: Eric Keil, Marratooka Properties, Owner Name: Marratooka Properties, LLC Zone 1: Approval Date: /V~' ~c~,~/O LLC OPTIONAL ADDITIONAL INFORMATION End SP Date: Zone 2: Location: SC Filin,q Date: C and R's: Home Assoc: R and M A,qreement: A date indicates that we have received the related information Zone 3: SCAN Date: SCANNED IJUL 28 2009 i Records Management FOU 10'-6.000" NDA 31 '-6.000" 10'-6.000" 'I'ION PLAN 1' ,,,0" 10'-6,000" 10'-6.000' 31'-6.000" 1 10'-6,000" 10'-6.000" 10~'-6,000" _1 51'-6,000" 10'-6.000" 10'-6,000" 51'-6,000" 10'-6.000" I 10'-6.000" 10'-6,000" I I~' I I I FOUND A I ION DETAIl S 1//8'' 1 I 2'-0.000" ~ 2'-0.000" INTERIOR POST DETAIL DRAWING LIST GABLE POST 054-LD-001 054-LD-002 05~-LD-O05 FOUNDATION PLAN FLOOR PLAN STRUCTURAL SECTION ELEVATIONS GENERAL NOTES 0.125% 50.. 2.375. , 0.125. ?~3,. 2 37,. , 0.12§.. 1.00 STRUCTURAL STEEL' TUBING ASTbl A500, GRADE B. f 7 ~ .01 ALL STRUCTURAL STEEL HOT DIP GALVANIZED AFTER FABRICATION PER -'.-~- ASTM A123-G85, T ,02 ALL STANDARD FASTENERS NON-MAGNETIC GALVANIZED STEEL, I 2,00 ALUMINIUM EXTRUSIONS 6061-T6 OR 6063-T6, .01 ALL GLAZING BAR CLIPS WITH STAINLESS STEEL T-BOLTS .02 STEEL GUI II.RS MODEL APD COMPLETE NTH STANDARD ACCESSORIES, .03 ·STANDARD ALUMINIUM ROOFVENTS WI'IH RUBBER GASKET, 3.00 ALL TEMPERED GLASS MANUFACTURED AS PER ASTM C-1048-92; PROJECT Otto Keil Florist 4615 New Suffolk Avenue Mottituck, NY 11952 FOUNDATION, PLAN 25-11-2005 DRAWN AN~ D (,3~."x24-") SCALE DETAIL K~R SK DRAWINGNUMBER No~ '054-LD-01 ob,.. 0 o DATE: JAN 2006 SCALE: AS NOTED DRAWN: INIERSTATE REVIEWED BY: RVN ,JOB: OF 4 LEFT SIDE BACK SIDE I 31'-6.000" 31'-6.000" 31'-6.000" J 31'-6.000" 10'-6.000" 10'-6,000" 10'-6,000" 10'-6,000" 10'-6.000" 10'-6,000" 10'-6.000" 10'-6,000" 10'-6.000" 10'-6,000" I 10'-6.000" X X CROSS BRA :lNG / × × ~-NEW W1ND BRACING / X I X X 10'-6.000" x X RIGHT SIDE FRONT SIDE FI OOR PLAN 1/8" 1' 0" PROJECT Otto Keri Florist 4615 New Suffolk Avenue Mattltuck, NY 11952 FLOOR PLAN 25-11-2005 DRAWN KvR SK ANSI D (34"x24") SCALE NOTED DRAWINGNU&IBER 054-LD-02 REVISIONS JlJ ~ n Y7 i~t I~1 0 ~ n © 7 ELFVATIONS 9'-11.250" 9'-10,125" 9'-10,125" I 9'-10,125" I I I I RIGHT ELEVATION 9'-11.250" 9'-10.125" 9'-10.125" , 9'-1o.125". J 9'-10.125" 9'-10.125" 9'-I0.125" 9'-11,250" RIGHT ELEVATION 3f-6,000" I 3I'-6,000" 126'- ).000" 31 '-6.000" 31 '-6.000" I 10'-6.000" I 10'-6.000" 10'-6.000" t 10'-6,000" I 10'-6.000" [ 10'-6,000" I 10'-6,000" I 10'-6.00o" [ 10'-6.000" I 10'-6.000" [ 10'-6.000" 10'- 6.000" --RONT ELEVATION 31 '-6.000", 10'-6.000" 10'-6.000' 31 '-6.000" 126'-f.000" 31 '-6.000" [ 10'-6.000" 10'-6.000" I 10'-6,000" J 10'-6.000" ~ 10'-6.000" [ 10'-6.000" 10'-6.000" 31 '-6.000" 10'-6,000" 10'-6,000" [ 10'-6.000" I BACK ELEVATION i i I PROJECT Otto Keil Florist 4615 New Suffolk Avenue Mattltuck, NY 11952 · ELEVATIONS 25--11-2D05 DRAWN (301"x22#) SCALE l/e" = f-o" DRAWINP~IUMBER , 054-LD-03 REVISIONS U') Y 0 0 ~_~ T Ill ~) n yz © © JAN 2006 SCALE: J INTERSTATE REV1E~D BY: JOB: .A~.~ucK OF 4 ROOF I I I I ROOF ROOF ROOF VENT~ STEEL WEB TRUSS' STEEL POST 4,750' x 3.125' x 0.125" POSTHEIGHT 13'1.500" STRUCTURAL SECTION ALUMINIUM ROOFBAR STEEL OU i'iF.~ TYPE APD 7" x 0.125" PUSH X 6.500" 5T~.~L ~B TRUSS; - TOP CHORD RECT, TUBE 2.575' x 1.250' x - BOTTOM CHORD RECT. TUBE 2,375' x 1,250' x 0,125" - ~IEBBING R~CT. 1/JBE 1.500* x 1.500" x 0.125' - END PLATE FLAT pLA1E 2.375" x 0.875' - TOTAL HEIGHT 17~750" 6,500" STEEL POST 4.750" x 5.125" x 0.125' DETA L 1 1 pRO~ECT Otto Kell Florist 4,615 New Suffolk Avenue bl~ttltuck, NY 11952 STRUCTURAL SECTION (2~."x24") SCALE K~R St( DRA~MtIGNUMBER NO"~ 054-LD-04 REVISIONS Z ) 0 0 ~ O3 0 ~- (3 © ©