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HomeMy WebLinkAboutIN-Ambleside-Frankton-APLN-Unit 2303-A1.0 PLNPRODU REV DATE # NOTE: INITI CURRE PLAN SHEET NPC P STAMP (c) C JL 04/04 04/04 20' Unit 2463 Indiana Division 11590 North Meridian Street, Suite 530 Carmel, Indiana 46032 PLOTTED: April 5, 2022 / Jeffrey Moskovciak / IN-AMBLESIDE-FRANKT A1.0 PLN IN - AMBLESIDE Community Slab Foundation and First Floor Plan Building 23, Unit #2303 SCALE: SLAB ON GRADE FOUNDATION PLAN 1/4" = 1'-0" - A4 AD3.0-1 A2 AD3.0-1 \A1;20'-0" PL TO PL \A1;20'-0" PL TO PL (SEE STRUCTURAL PLANS) GARAGE SLAB 6" SLOPE \A1;20'-3{\H0.75x;\S1#2;}" \A1;40'-7" \A1;20'-3{\H0.75x;\S1#2;}" \A1;40'-7" \A1;2'-0" \A1;16'-3" \A1;2'-0" \A1;20'-3{\H0.75x;\S1#2;}" \A1;20'-3{\H0.75x;\S1#2;}" 4"STEP \A1;3'-8" \A1;3'-0" FD (SEE STRUCTURAL PLANS) CONCRETE SLAB 1 A5.0 1 A5.0 2 A5.0 2 A5.0 A AD2.3 24" PERIMETER INSULATION (TYP.) \A1;12'-0" \A1;1'-8{\H0.75x;\S1#2;}" \A1;2'-4" \A1;12'-4" \A1;2'-0" \A1;2'-0" \A1;19'-9" L P L P L P L P A4 AD3.0-1 A2 AD3.0-1 \A1;6'-0" \A1;12'-0{\H0.75x;\S1#2;}" 6"STEP \A1;3'-8{\H0.75x;\S1#2;}" \A1;1{\H0.75x;\S1#2;}" \A1;1{\H0.75x;\S1#2;}" \A1;2'-0" \A1;1{\H0.75x;\S1#2;}" \A1;1'-8{\H0.75x;\S1#2;}" \A1;2'-0" \A1;1{\H0.75x;\S1#2;}" SCALE: FIRST FLOOR PLAN 1/4" = 1'-0" - 2/8 \A1;5'-3{\H0.75x;\S \A1;1'-8{\H0.75x;\ \A1;2'-4" 9' CLG. PR 2 \A1;2/4 HB 4"STEP TR \A1;20 MIN. RATED DO \A1;INSULATE SLOPED & DROPPED CLG. 16'-0" x 7'-0" O.H. \A1;20'-0" PL TO PL \A1;19'-8" FRAME TO \A1;20'-0" PL TO PL \A1;19'-8" FRAME TO \A1;12'-1" \A1;5'-2{\H0.75x;\S1# \A1;1'-10" \A1;40'-0" \A1;13'-9" \A1;20'-0" \A1;2" \A1;2" \A1;16'-0" \A1;2" \A1;2" \A1;40'-0" \A1;16'-5" \A1;20'-0" \A1;1'-10" 2/4 1R/1S 9' CLG. FOYER FD 9' CLG. HVAC FURNACE, PER WATER HEATE UP 17 RISERS 1 2 3 4 5 6 9' CLG. FLEX \A1;6'-3" \A1;12'-1" \A1;2'-1" \A1;11'-4{\H0.75x;\S \A1;3'-6{\H0.75x;\S1 \A1;2'-4{\H0.75x;\S \A1;2'-11" \A1;2'-4{\H0.75x;\ \A1;1'-2" \A1;11'-4{\H0.75x; \A1;5'-0" \A1;5'-9" 1R/1S \A1;3'-7" \A1;\A1;3'-3'-8{\10{H0.\75x;H0.75x;\S1#\2S CHASE ABOVE LINE OF MECH \A1;5'-10" 18" PLATFORM 4"STEP 7 8 9 10 \A1;9'-3" SPRINKLER VALVE LOCATION 6" SLOPE \A1;19'-1" \A1;19'-8{\H0.7 B AD2.3 2/8 2x4 PAD OUT FOR ELECTR 2x4 PAD OUT FOR E 1 A5.0 1 A5.0 2 A5.0 2 A5.0 RAKE WALL w/ CAP,\POPT. O 2 CAR GARAGE \A1;{\LDWELLING/GARA NOTE: \P{\C4;PRE-BATT & SHEA NOTE: \P{\C4;PRE-BATT & SHEA {\C6;NOTE:} \P{\C4;DOORS WIT 11 12 13 2/4 {\C6;NOTE:} \P{\C4;REFER TO \A1;5'-1" {\LNOTE}:\PP \A1;6'-9{\H0.75 (2) 2/0 \A1;5'-9{\H0.75x;\S1 L P L P L P L P LINE OF 16'-0" x 6 \A1;1'-\8" A1;12'-0" STONE VENEER, TYP 3/0 w/ 12" TRANSOM \A1;3'-8" \A1;2'-3" 6'x4' CONC. STOOP \A1;2'-11" \A1;2'-3{\H0.75x;\S1#2 JJ \A1;6'-0" \A1;4'-0" JJ \A1;6'-2" \A1;5" \A1;5'-2" \A1;5" \A1;5" \A1;3'-7" 8" SQ. COL., TYP. A4 AD3.0-1 A4 AD3.0-1 A5 AD3.0-1 A2 AD3.0-1 A4 AD3.0-1 A4 AD3.0-1 A5 AD3.0-1 A2 AD3.0-1 \A1;2'-4{\H0.75x;\S1#2; STONE WAINSCOT B AD3.0-2 \A1;2'-0" B AD3.0-2 \A1;2'-0" B AD3.0-2 \A1;2'-0" B AD3.0-2 \A1;2'-0" \A1;2'-4{\H0.75x;\S1#2; Living Room 08/10/22