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Also attached to this agenda item: 80 Morningside A-2 CONST DWG 80 Morningside Neighbor Letters of Support 80 Morningside ZBA REDACTED application 80 Morningside Zoning Site Survey 80 Morningside Zoning Site photos 01-S-1 SITE PHOTOS 80 Morningside previous ZBA variance

8'-10" 3'-6" 15'-212" 14'-0" 1'-6" 1'-6" 1'-6" 1'-6" ALIGN 4'-6" 5'-5" 1'-0" 6" 6" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 10'-0" 9'-7" 10'-0" 8'-10" LANDING 15'-4" 14'-0" 7'-0" 7'-0" 7'-8" 7'-8" 3'-612" 7T@ 11" 6T@ 11" MIN 4'-0" 3'-6" 1'-2" 1'-2" 2X10 12"O.C. MAX 5/4"X DECKING EQ EQ C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM AS NOTED CONSTRUCTION PLANS A-1 ALL DECK FRAMING LUMBER TO BE PRESSURE TREATED SOUTHERN YELLOW PINE (#2 OR BETTER) THIS DECK HAS BEEN DESIGNED FOR LIVE LOAD 40 LBS/SQFT DEAD LOAD 10 LBS /SQFT RAILING LATERAL 50 LBS/ SQFT THRUST SOIL BEARING 3,000 LBS/ SQFT (ASSUMED) LOADING DECK FRAMING SHALL COMPLY WITH NYS R507 & (FIGURE 507.2.1(2), 507.2.3 (1), 507.2.3 (2)) MIN TREAD LENGTH COMPLIES WITH NYS CODE R311.5.3.2 EXIST DECK TO BE REMOVED IN ITS ENTIRETY R905.1.1 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO LAYERS. TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R303.1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: TABLE R602.3(1) FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS GUARDRAILS AND HANDRAILS STAIRS DECKS LIVE LOADS USE TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN LBS. PER SQ. FT.) DESIGN CRITERIA THIS PROJECT WAS DESIGNED USING THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE YES SLIGHT TO MODERATE MODERATE TO HEAVY 3'-6" SEVERE C 30LB/FT FLOOD HAZARDS ICE SHEILD UNDERLAYMENT REQUIRED WINTER DESIGN TEMP. DECAY TERMITE FROST LINE DEPTH WEATHERING SUBJECT TO DAMAGE FROM SEISMIC DESIGN CATEGORY GROUND SNOW LOAD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND SPEED (MPH) FIRM MAP DEC 1999 HEATING DEGREE DAYS MIN TREAD LENGTH COMPLIES WITH NYS CODE R311.7.5 HANDRAIL TO HAVE GRASPABLE EDGE TO COMPLY WITH NYS CODE R311.5.6 ALL FRAMING COMPLIES WITH NYS R802 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE 7/25/2020 2020-20 ALL WORK SHALL CONFORM TO THESE DRAWINGS, THE NEW YORK STATE BUILDING CODE AND ANY OTHER APPLICABLE CODES OR ORDINANCE THAT MAY APPLY TO THIS PROJECT ALL CONCRETE FOOTINGS SHALL CONFORM TO ACI 318.77, AND DEVELOP A STRENGTH OF 3,000PSI BEARING IN 28 DAYS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, EXISTING & PROPOSED, ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. DECK FRAMING SHALL COMPLY WITH NYS R507 & (FIGURE 507.2.1(2), 507.2.3 (1), 507.2.3 (2)) EXIST ROOF TO BE REMOVED IN ITS ENTIRETY & PREPPED FOR NEW ROOFING EXIST DECK & STAIRS AT REAR OF HOUSE TO BE REMOVED IN ITS ENTIRETY TOWN ZONING REQUIREMENTS ZONE: SETBACKS FRONT REAR SIDE 1 ALLOWED 25'-0" MIN 30'-0" MIN 12'-0" MIN BOTH SIDE YARDS RA-9 EXISTING PROPOSED LOT SIZE 9,375 MIN 11,846 SQFT LOT WIDTH 75'-0" MIN 75'-0" 27'-2" 89'-8" 30'-0" MIN 6.62' 28.3' MAX HEIGHT 2-1/2 STORY / 35'-0" 32'-0" VARIANCE ZONING DATA MAX BUILDING COVERAGE 35% 10.30% 9.95% LOT DEPTH 125'-0" MIN 165'-6" SETBACKS NO CHANGE COMPLIES COMPLIES 11,846 SQFT 75'-0" 27'-2" 104'-10" 6.62' 23.68' REQUESTED 32'-0" NO CHANGE 165'-6" NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE