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HomeMy WebLinkAboutA9-13 A9-1 LIFT 109 R.O. 3'-8 1/2" 4'-11" 5'-2" EQ EQ 101A ALIGN INSIDE FACE OF SHAFT WALLS WITH CMU LOCATION BELOW W2.3 W2.3 W3.3 W2.3 W2.3 W2.3 W3.3 VERTICAL PLATFORM WHEELCHAIR LIFT LIFT TOWER COORDINATE BLOCKING REQUIREMENTS WITH LIFT MANUFACTURER COORDINATE INSIDE SHAFT DIMENSIONS WITH LIFT MANUFACTURER 3 A9-1 4'-11" 5'-1 1/2" LIFT 017 C1.8 C1.8 C1.8 EXISTING CMU WALL TO REMAIN, PROTECT DURING CONSTRUCTION. DO NOT ATTACH LIFT OR NEW 3/8" CMU TO EXISTING. 7'-5" C1.8 W3.3 M4.1 C EXTENT OF THICKENED CONCRETE SLAB WITH INSET LIFT PIT CMU R.O. 3'-8 1/2" 001B 1'-0" 1'-0" 1'-0" VERTICAL PLATFORM WHEELCHAIR LIFT M4.1 C W2.6 LIFT TOWER FIRST FLOOR 0" ROOF BEARING 10'-4" BASEMENT -10'-4" 3 A5-1 LIFT PIT, COORDINATE EXACT SIZE WITH LIFT MANUFACTURER 10" 3" ACT-1 8'-0" A.F.F. W2.3 W2.3 ACT-2 9'-6" A.F.F. THICKENED SLAB OVER 5" GRAVEL BED. MODIFY EXISTING JOIST TO BEAR ON CMU SHAFT WALL, REF. STRUC. ACT-2 8'-3" A.F.F. ACT-1 8'-0" A.F.F. MODIFY EXISTING JOIST TO BEAR ON CMU SHAFT WALL, REF. STRUC. SLAB EDGE SUPPORT ANGLE. INSTALL FLUSH WITH INSIDE FACE OF CMU. LOBBY 108 STAIR 101 STOR. 015 CIRC 001 7'-4" A6-3 4 VERTICAL PLATFORM WHEELCHAIR LIFT LIFT TOWER SLAB EDGE SUPPORT ANGLE. INSTALL FLUSH WITH INSIDE FACE OF CMU. 12"x1" EPOXY DOWELS INTO EXISTING SLAB, 16" O.C. ALL SIDES. GBC-2 10'-3" A.F.F. tel: 765.649.8477 www.krMarchitecture.com ANDERSON INDIANAPOLIS DETROIT DRAWN BY krM JOB NO. DRAWING NO. REVISIONS DRAWING NAME A9-1 LIFT PLANS & SECTIONS Author 20128 02/12/2021 BID SET 4775 E 126th St Carmel IN 46033 STATE BANK 20128 - CARMEL BRANCH BID SET 02/12/2021 SCALE: 3/4" = 1'-0" 1 FIRST FLOOR - LIFT PLAN SCALE: 3/4" = 1'-0" 2 BASEMENT - LIFT PLAN SCALE: 3/4" = 1'-0" 3 SECTION - LIFT 05/07/21