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HomeMy WebLinkAbout38312-Z `J~ ~ PROPOSED AREA SUMMARY / yr m DECK REPAIR 0 = ca 21 676 SF = 100.00% LOT AREA EXIST'G RESIDENCE = ca. 1,128 SF ~ ' EXIST'G DECK = ca. 303 SF TOTAL EXT'G COVERAGE = ca. 1,431 SF ADDED BLDG. COVERAGE = ca. 0 SF - TOTAL BLDG. COVERAGE = ca. 1,431 SF = 6.60% ~ 1~~Si~C~dGE ®EXISTING STRUCTURES = CUTCH~GUE EXISTING RESIDENCE & 95 BEEBE DRIVE ® DECK RECONSTRUCTION ~ 0 ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O,BGX 316 GREENPDRT, NY 11944 - TEL. 631-417 8624 OWNER a GIANE KWASNESKI EXT'G WOOD DECK TO ~ ss eEEBE GRivE CUiCHGGUE, NY 11935 BE REPLACED IN KIND 3 TEL 6"-73a-726, I r, 37' w ~~g~ U L F o i. ` ~ ~ ~ ~ `1~ Q 1`l' ~ _ ! O ~ L..1 O V / 2 LiJ a Z ~ I s I S m I I ~ I ~ SCALE: t/t6' =1'-0~ s PROPOSED SITE PIAN o SCTI~~ = 1000-97-07-25 ~ o VILLAGE OF GREENPORT ~ g DATe oa~3o~2013 SUFFOLK COUNTY, NEW YORK = o L ~ ~ sIT~ PLAN EXISTING WOOD DECK REPAIR~REBUILT TO THE KWASNESKI RESIDENCE GwG NAME E B E R BUILDING PERMIT APPLICATION DVIG NG A-' ~ BE D UE PROPOSED ~ ~ DECK REPAIR BR i6'-D° ~ R~Si~Lh,sCE NEW STNR: 6° ~ CUTCNOGUE 13R ®11"X7.59" ~ 95 BEEBE DRIVE I ~ DN ~ ARCHITECT S (RANK VELLENDAHL ~ 123 CENTRgL AVENUE ' ~ 2X6 MAHAGONY RAILING ~ ceEENaoe%o~eoz 944 9~_D• 2X2 MAHAGONY BALUSTER - rEC s31-an es24 4X4 MAHAGONY POST ~ OWNER 0 M ~ DIANE KWASNESKI 2X4 MAHAGONY BOTTOM RAIL ss eEEBE oalvE O ~ O 1X4 MAHAGONY DECKING EKING RM = curceocuE, Nr ne3s ~ iEL 631-134-7251 EXISTING WOOD DECK 1X10 MAHAGONY FASCIA BD. 2X8 TRTD D.J. ~ i6" O.C. ~ R ~ TO BE REBUILT w_uE~ F TRTD (2) 2X10 2X8 TRTD HOUSE BEAM <u a TRTD (2) 2X1o RERIRETE I ON COLUMN CAP CC044SDS2.5 BOLTED INTO BOX 1 ~ BEAR A<L AROUNO DECK ~ ~ ON TRTD 4X4 POST * w . ~ ~ ~ o I ~ I COLUMN BASE _ RIGID PLASTIC f00TING F RM FINING ROOM CBSO44-SDS2 ~ ON 10" DIA CONC. f00T1 G ~ I ~ g s s RIGID PLASTIC FOOTING FORM - o : ~ BASEMENT o TRTD 2x8 ®16" O.C. w/ BRIDGING 2X10 TRTD HOUSE BEAR ON 1O" DIA CONC. FOOTING s ~ m BOLTED INTO BOX ON HANGERS BOTH ENDS 0 o J 1-10" J a ~F DATE: 06/30/201) SCALE. 1/4" = 1'-0' z - SECTION j FOUNDATION NOTES ~ w DESK PLnN DECK PLAN SECTION A-A STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 12-0 SCALE: 1 4" = 1'-0" NOT TO SCALE ~ ~ Dw0 NAFIE / READY MIX CONCRETE. A 2 ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON Dwc, Na UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. I m PROPOSED • _ ~ DECK REPAIR 0 ~tJiIJLIi~ CUTCHOGUE 95 BEEBE DRIVE 0 ARCHITECT ~ FRANK UELLENDANL ~ 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEE. 631-471 6624 OWNER DIANE KWASNESKI 95 BEEDE DRNE CUTCHOCUE, NY 11935 3 TEL 631-734-7251 Dq t * ~ ~ X' ~ ¦ v ~c d ~ ~ s a $2 V O m ll tl LI ':1 o I ~ ? o i \ i i i -o _ ~T-6~ ~T-6" ~ ~7~-6" ~ ~ DATE. 08/3G/2G13 SCALE. 1/4" = 1'-0" E~LVAT~N r, ~ i ~ ~ DWG. NAME A-3 DWG. NO