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HomeMy WebLinkAbout53008-Z SS .ss e 53n6 � PROPERTY LINE 77' t4l .6 I I I I ch II I I _`n Q 1 I I I I cv �1 m I f i I I ri i--------- �'j- - ri — I- - - - - - - - - - -fi — - - -j 1 GARAGE 1 l i I I I j i 405 SF — I FILED UNDER SEPARATE PERMIT I I I I I I I I I I I I 10,1 I I —.I—.—. —.—.—.—.—.—.CCESSRY —.�.—.—.I—.—.� I � � I I A SET BAACK4 I ^ . Li `-�'— 1 I 10' I SHED 338 SF I I I SIDE YARD i 411, I SET BACK r----------------------' I I I I I I I I I I I I I PROPOSED li I I I 1 GARAGE I 1 SHED L6 ia' I FILED UNDER I SEPARATE SECOND j Ii I I I j l i I j PERMIT I FLOOR I 1 ,530 sf 10\ I I \' ACCESSORY I I N < I SET BACK I I 1 < � I I 1 I I 1 I I ii I I I 1 I I I 1 II 1 I I 1 I j i i 1 Ln l 5' j ; HOUSE j I i I N I FILED UNDER, I I I ! SEPARATE PIERMIT li I 1 49.05+ I ! -49.3 I I I I I I I PATIO I I I 17•5,I STE PING I 1 I i STONE I SIDE PORCH SIDE YARD I ON BADE I I 173 SF I SET BACK I I I .r—v I l i j FIRST FLOOR HCU E 1 ,92� sf I jj8' 1 i FILED UNDER 24 ! j I SEPARATE W I I I I PERMiIT w= 11' 5' 1 1 1 wv 1 1 I �� I I I REVISIONS DESCRIPT I O N HOUSE �� �� cvi�a. GRAVE 1 � STRUCTURE ; I DRIVEw Y i i 07/11/25 PROGRESS FILED UNDER j l i j FRONT PORCH I 07/25/25 DESIGN SEPARATE j 12 j H1 i 80 sf i 08/21/25 DESIGN DRAWINGS PERMIT M j L----------------------------- 10/17/25 UPDATED DESIGN I i I _ 12/17/25 PERMIT REVIEW a l II I I to N ! I I I �IVOOD � [�❑� ! N FLOOR AREA DlAGRA.MS 01/28/26 PERMIT REVIEW IDECK N I I Z O N I N G A N A L Y S T S: Zone R40 Suffolk Co. Tax Map # 1000-30-02-39 02/19/26 PERMIT REVIEW w l I I I I w SCALE: N.T.S. 04/17/26 PERMIT REVIEW-CHECK SET z I I I I ( I I z ALLOWED/REQUIRED E X I S T I N G PROPOSED/ADDITIONAL PROPOSED TOTAL 04/27/26 PERMIT REVIEW—RESUBMIT J I I I I 6J ! LOT AREA 40,000 SF 22,384 SF N/C 22,392 SF 05/15/26 PERMIT REVIEW—RESUBMIT ~ LOT WIDTH 150' 77' N/C 77' w l 1 1Iz wl� Wlz I w I I if`'nl� 31Ln o wIMCAR PARK ( � LOT DEPTH 175' 290.80' N/C 290.80' Iz I I I I I I I o' _ � � FRONT YARD 25' 75 TO HOUSE 75 TO HOUSE 40' I � _ 24' TO PORCH SIDE YARD (1) RIGHT 7.5 MIN 24 TO PORCH I I I I SIDE YARD (2) LEFT 7.5' MIN - 8' TO EXTERIOR STAIR 8' TO STAIR I I I ( SIDE AGGREGATE 17.5' - 32' 32' I ( r ( REAR YARD 25' - 135' TO HOUSE 135' TO HOUSE I i i l in Q I LOT COVERAGE 20% = 4,476.8 SF - *HOUSE 1,924 SF i I I I N Oz m j *GARAGE 405 SF 40.3 ! I I I 60 SF �� I 40.6 SSIDE HED PORCH PORCH FRONT 193 SF F 2,792.65 SF = 12% ._.L.I. I_._._._._. ._._._._._ 14' S' = PROPERTY LINE 77' 2,792.65 SF 12% Patricia O'Neill , AlA 0 BUILDING HEIGHT HOUSE 35' - 31.78' 31.78' A r C h ( I e C 1} � NUMBER OF STORIES 2 -22,384 SF 2 2 257 Circle Drive Manhasset, NY 11030 _ MAX GROSS FLOOR AREA - 20,000 SF HOUSE 1ST FL 1,924 SF 3,454 SF Tel: 516-365-1799 2,384 SFX.10=238.4 HOUSE 2ND FL 1,530 SF T H E G R E E N W A Y 3,454 SF 3,350 SF + 238.4 SF PROJECT DATE: 07/03/25 3,588.4 SF GROSS *BUILDING HEIGHT 18' (10' SETBACK) 17.78' 17.78' PLOT PLAN GARAGE N E W SHED: BUILDING HEIGHT / SCALE: 1"=20'-O" SHED 18' (10' SETBACK) - 13.12' 13.12' -� The Psyllos Residence I Vr' 760 The Green wa y * HOUSE & GARAGE FILED UNDER SEPARATE PERMIT ., East Marion , NY 11939 TABLE R301.2: CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA DWG No. WIND DESIGN: SUBJECT TO DAMAGE FROM1,2 AIR FREEZING INDEX U✓ GROUND' SEISMIC WINTER ICE BARRIER FLOOD n h✓�;il SNOW SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARDS 4 r SPEED TOPGRAPHIC WIND—BORNE FROST LINE LOAD (r Ph) EFFECTS WIND DEBRIS ZONE CATEGORY9 T ° b T C TEMPJ REQUIRED MEAN ANNUAL TEMP. REGION WEAIHER,NG DEPTH TERM!NAiE , MODERATE NASSAU AS PER 1500 OR < 32 PFS. 120 YES NO YES SUFFOLK SEVERE 36" MIN. TO HEAVY 15' F YES F.E.M.A. 45' F '9�. 2 0 5 5,,•,,�' NOTE: R301.2 CLIMACTIC GEOGRAPHIC DESIGN CRITERIA.BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE OF Nran° PROVISIONS OF THIS SECTION. ADDITIONAL CRITERIA SHALL BE ESTABLISHED BY THE LOCAL JURISDICTION AND SET FORTH IN TABLE R30.2(1). C THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NOTCH DEPTH WOOD FRAMED < 1/4" D WALL ASSEMBLY HOLE DISTANCE > 5/8" p HOLE DIAMETER < FULL 2/5 D SINGLE STUD HEIGHT STUD 0 r HOLE DIAMETER < TOP PLATE —' 3/5 D DOUBLE STUD 0 ///— DOUBLE W Q JAC TOP PLATE o � K srvo _ DOUBLE STUD HEADER PLATE WINDOW HOLE DISTANCE SILL PLATE > 5/8" 1/2" PLYWOOD OR OSB PANEL BOTTOM PLATE DETAIL @ STUD NOTCHING & BORING LIMITS DETAIL © CORNER INSTALLED PLYWD. R602.6(1 ) DETAIL @ WALL OPENINGS OR OSB SHEAR BRACING SCALE: NTS SCALE: NTS SCALE: NTS RAFTER TO WALL . (14) 10d x 1 1/ FASTENER o 0 0 0 0 _ o 0 REVISIONS DESCRIPT ION I MTS 12 � o rl 07/11/25 PROGRESS II 07/25/25 DESIGN 08/21/25 DESIGN DRAWINGS ~ 10/17/25 UPDATED DESIGN MSTA i .I D10 ;:,; 12/17/25 PERMIT REVIEW ° J CUT PLATE 'TIEM STAGGER JOINTS 01/28/26 PERMIT REVIEW D581 WITH 16 GAWGE— 24" OR USE Simpsonl Strong—Tie HDU STEEL STRAP SPLICE PLATES 02/19/26 PERMIT REVIEW (CORNER HOLD DOWN) 04 17 26 PERMIT REVIEW—CHECK SET TYPICAL THROUGHOUT 1ST' & 2ND FLOOR Simpson Strong—Tie 04/27/26 PERMIT REVIEW—RESUBMIT CORNIER HOLD DOWN RAFTER TO WALL ADJUSTABLE HANGER HEADER 05/15/26 PERMIT REVIEW—RESUBMIT SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SINGLE: OR DOUJBLE TOP PLATE FIREBL.00K AROUND FPIPE ACK STUDS OR TRIMMER LSTA 18 Simpson Strong—Tie WALL STUDS PHD5-SDS3 {ZJ` (Minimum double stud) Ridge Beam BOTTOM PLATE o FLOOR JOISTS Patricia O'Neill , AIA SUBFLt00R SOLID BLOCKING SILL PLATE A r c h i t e c t II 257 Circle Drive Manhasset, NY 11030 II I I FLOOR TO MASONRY ... Tel: 516-365-1799 II 1/2" ANCHOR BOLTSA NOTE: A THIRD STUD AND/OR PARTITION INTERSECTION II Bp 023' O.C. MAX. BACKING STUDS SHALL BE PERMITTED TO BE OMITTED # 5 REBAR (min.) THROUGH THE USE OF WOOD BACKUP CLEATS, METAL DRYWALL CLIPS, PROJECT GATE: 07/03/25 LTP4 II ANCHOR BOLTS — — — — OR OTHER APPROVED DEVICES THAT WILL SPACING AS REQUIRED I EMBEDDED IN SERVE AS ADEQUATE BACKING FOR THE FACING MATERIALS FOR SHEAR & UPLIFT !! Simpson Strong Tee FOUNDATION 6' _ — — — — Simpson Strong—Tie WITH CEILING COLLAR TIES @ 32" O.C. O.C. MAX. 'TYP. NEW SHED: LU$ CS-2008" MIN. WITH (7) 10d COMMON NAILS The Psyllos Residence PER RAFTER INSTALLED OVER PLYWOOD DETAIL @ WALL CONSTRUCTION DETAIL © WALL CONSTRUCTION FD-3- 9 FACE MOUNT HANGER RIDGE STRAP TIE R602.3(2) R602.3(2) 760 The Greenway SCALE: N.T.S. SCALE: N.T.S. NTS E East t Marion N Y 11939 SCALE: SCALE. NTS DWG No. TA I '�rres_%ice-T.l 2055rO O OF NE`j'i� THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. G A R A G E AND SHADE STRUCTURE PRESSURE TREATED SILL. 5/8"0 ANCHOR BOLTS, CONTINUOUS TERMITE SHIELD EXPANSION JOINT 0 GRADE 4 4" POURED CONCRETE C) OVER 6 MIL. I z I VAPOR BARRIER to OVER 4" GRAVEL BED 8" POURED CONCRETE 'k 4 FOUNDATION WALL 8"X 16" POURED CONCRETE FOOTING (3) #5 BARS ON CHAIRS GARAGE FOOTING & FOUNDATION DETAIL SCALE: 3/8" = 1'-0" 26t-O" 261-0" HOSE BIB A • 4• ----- ---- - - - ------------- - --- 4 r----- - SHED INTERIOR IS UNFINISHED 8" REIN. P.C. I I ISHED IS UNHEATED FOUNDATION WALL '4 ON 8"X16" P.C. FOOTING I A 4" REINF. P.C. SLAB 6 W/6x6 W.W.M. TO 3' BELOW GRADE, d MINIMUM. I I W2.0xW2.0 . i 5! - UNEXCAVATED FOUNDATION PLAN 0 SLAB 11 1 _j - SHED PLAN II I 'y < T 4" REINF. P.C. SLAB I I SCALE: 1/4" = 1'-0" I � 0);f X _j t P_ UTILITY SCALE: 1/4" 1 W/6x6 #10x#10 W.W.M. LIGHT ON WELL COMPACTED POROUS FILL x T rn j _C14 REVISIONS DESCRI'PT ION OPEN 07/11/25 PROGRESS (07/25/25 DESIGN IIL- ---------- ---------•-------- --------i I I zi, A I . . . -2"xlO" 08/21/25 DESIGN DRAWINGS 4 4 34"xl 4" LVL L(2) (:r. -- - --- - - ----------- - ------------ 10/17/25 UPDATED DESIGN 12/17/25 PERMIT REVIEW C'4 L - - -fwp- - -- - - - - - - - - - - - - - - Awp . . . 01/28/26 PERMIT REVIEW 02/19/26 PERMIT REVIEW 04/17/26 PERMIT REVIEW-CHECK SET 04/27/26 PERMIT REVIEW-RESUBMIT 05/15/26 PERMIT REVIEW-RESUBMIT 2'-0" 2'-0" 2l 12 12 TT�7T U2)w Ln 1 Patricia O'Neill , AIA 0 _r 00 A r c h i t e c t 0 257 Circle Drive Manhasset, NY 11030 Tel: 516-365-1799 PROJECT 26'-0" DATE: 07/03/25 NEW SHED: REAR ELEVATION LEFT SIDE ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION The Psyllos Residence SCALE: 1/4" = 1'-0" _A� SCALE: 1/4" = 1'-0" SCALE: 1/4" SCALE. 1/4" = 1'-0" 760 The Greenway East Marion , NY 11939 DWG No. tA. fl+�- hli ' ri ' AQj .?0556 0F N E`N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTES OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IIS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.