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HomeMy WebLinkAboutBuilding & Plan DetailsEF 3 4 5 8 A510 _____ 7 A510 _____ A510 3 6 5 4 A3 A3 A35'-8 1/8"1'-3 1/8"4'-5" PIT3 5/8"3/4"3'-0" LIFT3/4"4'-10" PIT 2"4'-6" LIFT 2" 2'-4 3/8"2'-5 5/8" 4'-10" EXISTING EXTERIOR WALL. SCHEDULED WALL. CASED OPENING. LIFT TOWER. REMOVE GYP. BD. AT EXISTING EXTERIOR WALL AS REQUIRED FOR IN-WALL BLOCKING AND UTILITIES, SYMMETRY VERTICAL PLATFORM LIFT. VPL-SL. CASED OPENING. EDGE OF PIT BELOW. EDGE OF PIT AT WALL LINE BELOW. LIFT GATE SECURED TO CASED OPENING AT LOW STOP OPENING. LIFT GATE SECURED TO SLAB EDGE AT UPPER STOP OPENING.4'-5"LEVEL 1 (LOW) 100' -0" 345 LEVEL 1 (HIGH) 101' -0" 8 A510 _____ OPEN TO DINING. POURED CONCRETE FOOTING. SEE STRUCTURAL. POURED CONCRETE SLAB AT RECESSED PIT. SEE STRUCTURAL. POURED CONCRETE SLAB IN-FILL AT LOWER SLAB ELEVATION. SEE STRUCTURAL. FACE OF POURED CONCRETE FOUNDATION WALL BEYOND. SEE STRUCTURAL. EXISTING EXTERIOR WALL. LIFT TOWER. REMOVE GYP. BD. AT EXISTING EXTERIOR WALL AS REQUIRED FOR IN-WALL BLOCKING AND UTILITIES. LIFT GATE SECURED TO SLAB EDGE AT UPPER STOP OPENING. CASED OPENING INTO LIFT, EACH END. SYMMETRY VERTICAL PLATFORM LIFT. VPL-SL.2'-0"8'-6"1'-0"3"SCHEDULED CROWN MOLDING. SCHEDULED WALL BASE. SCHEDULED WALL. SEE PLAN. PT-1 OPEN ABOVE. LEVEL 1 (LOW) 100' -0" EF T/ OPNGS 111' -0" LEVEL 1 (HIGH) 101' -0" 7 A510 _____ POURED CONCRETE FOOTING. SEE STRUCTURAL. POURED CONCRETE SLAB AT RECESSED PIT. SEE STRUCTURAL. POURED CONCRETE SLAB IN-FILL AT LOWER SLAB ELEVATION. SEE STRUCTURAL. POURED CONCRETE FOUNDATION WALL. SEE STRUCTURAL. SCHEDULED WALL. LIFT TOWER. REMOVE GYP. BD. AT EXISTING EXTERIOR WALL AS REQUIRED FOR IN-WALL BLOCKING AND UTILITIES. LIFT GATE SECURED TO CASED OPENING AT LOWER STOP OPENING. SCHEDULED CROWN MOLDING. SYMMETRY VERTICAL PLATFORM LIFT. VPL-SL. SCHEDULED CROWN MOLDING. SCHEDULED WALL BASE. SCHEDULED WALL. SEE PLAN. PT-1 OPEN ABOVE. CASED OPENING INTO LIFT, EACH END.CASED OPENING INTO LIFT, EACH END. EXISTING LOWER SLAB. LIFT GATE SECURED TO SLAB EDGE AT UPPER STOP OPENING.2'-0"8'-6"1'-0"3"EF 3 4 5 8 A510 _____ 7 A510 _____ EL: 100' - 0"EL: 99' - 9"EL: 101' - 0"5'-8 1/2"4'-5 3/8" PIT1'-3 1/8"4'-10" PIT 4 3/4" 5'-2 3/4" EXISTING UPPER SLAB. LIFT PIT SLAB. SEE STRUCTURAL. EXISTING LOWER SLAB. NEW EXTENSION OF LOWER SLAB. SEE STRUCTURAL. EXISTING FOUNDATION/ EXTERIOR WALL. LIFT TOWER. SYMMETRY VERTICAL PLATFORM LIFT. VPL-SL. NEW FOUNDATION WALL. SEE STRUCTURAL. NEW FOUNDATION WALL. SEE STRUCTURAL. SEE SLAB PLAN FOR FULL EXTENT OF LOWER AND UPPER, EXISTING AND NEW SLABS. A510 3 6 5 4 3 5/8"3'-1 1/2" LIFT2"4'-6" LIFT 2" EDGE OF PIT. EDGE OF LIFT. 7 A510 _____ EL: 99' - 9" EL: 100' - 0" EL: 101' - 0"2'-0"8'-6"1'-0"3"2'-0"9'-6"11'-6"PLATFORM LIFT. EXISTING EXTERIOR WALL, BEYOND. UPPER SLAB. LIFT PIT RECESSED SLAB. SEE STRUCTURAL. CASED OPENING TO LIFT, FROM HOST/ ENTRY. SCHEDULED CEILING. TOP OF WALL AT ENTRY TO LIFT. REMOVE GYPSUM BOARD FOR IN-WALL BLOCKING AND UTILITIES FOR LIFT AS REQUIRED BY MANUFACTURER. PROVIDE NEW GYPSUM BOARD AND SCHEDULED FINISH. PT-1 OPEN ABOVE. LOWER SLAB. CASED OPENING TO LIFT, FROM HOST/ ENTRY. SCHEDULED WALL AT HOST. SEE PLAN. SCHEDULED CROWN MOLDING. SCHEDULED CROWN MOLDING. 8 A510 _____ EL: 99' - 9" EL: 100' - 0" EL: 101' - 0"2'-0"8'-6"1'-0"3"PLATFORM LIFT. EXISTING EXTERIOR WALL. IN-FILL CONCRETE SLAB. SEE STRUCTURAL. LIFT PIT RECESSED SLAB. SEE STRUCTURAL. SCHEDULED WALL AT WINE/ SERVICE STATION. SCHEDULED CEILING. TOP OF WALL AT ENTRY TO LIFT. UPPER SLAB BEYOND. PT-1 OPEN ABOVE. IN-FILL CONCRETE SLAB. SEE STRUCTURAL. REMOVE GYPSUM BOARD FOR IN- WALL BLOCKING AND UTILITIES FOR LIFT AS REQUIRED BY MANUFACTURER. PROVIDE NEW GYPSUM BOARD AND SCHEDULED FINISH. OPEN TO DINING. 7 A510 _____ EL: 99' - 9" EL: 100' - 0" EL: 101' - 0"3"1'-0"8'-6"2'-0"3"1'-0"8'-6"2'-0"PLATFORM LIFT. IN-FILL CONCRETE SLAB. SEE STRUCTURAL. LIFT PIT RECESSED SLAB. SEE STRUCTURAL. CASED OPENING TO LIFT, FROM HOST/ ENTRY. SCHEDULED CEILING. TOP OF WALL AT ENTRY TO LIFT. PT-1 OPEN ABOVE. UPPER SLAB. SCHEDULED WALL AT DINING. SEE PLAN. POURED CONCRETE FOUNDATION. SEE STRUCTURAL. CASED OPENING TO LIFT, FROM DINING. SCHEDULED WALL AT HOST. SEE PLAN. 8 A510 _____ EL: 99' - 9" EL: 100' - 0" EL: 101' - 0"2'-0"8'-6"1'-0"3"PLATFORM LIFT. EXISTING EXTERIOR WALL. IN-FILL CONCRETE SLAB. SEE STRUCTURAL. LIFT PIT RECESSED SLAB. SEE STRUCTURAL. CASED OPENING TO LIFT, FROM HOST/ ENTRY. SCHEDULED CEILING. TOP OF WALL AT ENTRY TO LIFT. REMOVE GYPSUM BOARD FOR IN-WALL BLOCKING AND UTILITIES FOR LIFT AS REQUIRED BY MANUFACTURER. PROVIDE NEW GYPSUM BOARD AND SCHEDULED FINISH. PT-1 OPEN ABOVE. OPEN TO HOST. UPPER SLAB. SCHEDULED WALL AT WINE/ SERVICE. SEE PLAN. 7 4'-11"1'-0" 2 TR. @ 1'-0" 2'-0"1'-0"4'-8"1 1/2"1 1/2"UP 5 1/8"2'-0"1'-0" SCHEDULED WALL, SEE A110. WALL BASE NOT SHOWN FOR CLARITY. 1 1/2" DIA HANDRAIL. 10 A510 _____10 7/8"1 1/2"1 1/2" LEVEL 1 (LOW) 100' -0" LEVEL 1 (HIGH) 101' -0"3'-0"1'-0"POURED CONCRETE STAIRS. 1 1/2" DIA HANDRAIL. 2 TR. @ 1'-0" 2'-0"2 R. @ 6"1'-0"3/4" 10 1 1/2"1 1/2"4'-5 1/2"1 1/2"1 1/2"4'-11 1/2"11 1/4"1'-0"1'-0"1'-3" 1'-0" 2 TR. @ 1'-0" 2'-0"1'-0" 12 A510 _____ LEVEL 1 (LOW) 100' -0" LEVEL 1 (HIGH) 101' -0"3'-0"3'-0"2 R. @ 6"1'-0"2 TR. @ 1'-0" 2'-0" POURED CONCRETE STAIRS. 1 1/2" DIA HANDRAIL. 14 4'-11 1/2" 2 1/2"1 1/2"4'-3 1/2"1 1/2"2 1/2"1'-0"2 TR. @ 1'-0"2'-0"1'-0"DATE ISSUED REG. NO. THIS DOCUMENT IS CERTIFIED BY consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com AR00910059 David A. Shea, Architect 2023-05-12 5/16/2023 4:32:22 PMC:\Revit Projects\A22_8778.00-ROOTSTOCK HOSPITALITY_briana-SHEA.rvt8778.00 NC/ BA BA BUILDING AND PLAN DETAILS A510 © 2023 shea, inc. PERMIT 2023-05-12 23ROOTSTOCK HOSPITALITY ABERDEEN 150 W. 96TH STREET INDIANAPOLIS, IN 46260 SCALE: 1" = 1'-0"A510 2 ENLARGED PLAN - LIFT SCALE: 3/4" = 1'-0"A510 7 SECTION AT LIFT EAST-WEST SCALE: 3/4" = 1'-0"A510 8 SECTION AT LIFT NORTH-SOUTH SCALE: 1" = 1'-0"A510 1 ENLARGED PLAN - LIFT STRUCTURE SCALE: 1/2" = 1'-0"A510 6 LIFT ENCLOSURE ELEV EAST SCALE: 1/2" = 1'-0"A510 5 LIFT ENCLOSURE ELEV NORTH SCALE: 1/2" = 1'-0"A510 4 LIFT ENCLOSURE ELEV WEST SCALE: 1/2" = 1'-0"A510 3 LIFT ENCLOSURE ELEV SOUTH SCALE: 1" = 1'-0"A510 9 ENLARGED PLAN HOST STAIR SCALE: 1" = 1'-0"A510 10 SECTION HOST STAIR SCALE: 1" = 1'-0"A510 11 ENLARGED PLAN FLEX STAIR SCALE: 1" = 1'-0"A510 12 SECTION FLEX STAIR no. date issued for SCALE: 1" = 1'-0"A510 13 ENLARGD PLAN - ASH STAIR