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HomeMy WebLinkAboutA5-32-ALTERNATES-#1-&-#2-SECTION-DETAILS-Rev.23"3" BEAM T.O. STEEL 12'-3" 4"7" 7" STRUCTURAL BEAM W/ FIRE PROOFING (2 HR) ROOF DECK 3/4" PLYWOOD SHEATHING 1" LIMESTONE PANELS, TYP. STEEL ANGLE, WELDED TO BEAM S.S. ANCHOR 1' - 7" 9 1/2"6 1/2"3" LIMESTONE CAP 1 1/4"2"2"3"1"3"1"5 5/8" C-CHANNEL WELDED TO BEAM3"1 1/4"3' - 1 1/2"9 1/2"11 1/2"11"5 1/2"1"2 1/2"8"5"1"5"3 3/4"1 3/4"R = 5 5/8"S.S. FLASHING 1/2" GLASS MAT SHEATHING S.S. PINS, TYP. TWO PER PIECE S.S. ANCHOR SEALANT AND BACKER ROD 3/8" SEALANT AND BACKER ROD 3/8" SEALANT AND BACKER ROD 3/8" SEALANT AND BACKER ROD LIMESTONE 3/8" SEALANT AND BACKER ROD 3/8" SEALANT AND BACKER ROD 3/8" SEALANT AND BACKER ROD AT ALL HEAD JOINTS STRAP ANCHOR R-19 BATT INSULATION 5/8" GYP. BD 2" T.O. GRANITE 3'-4" AFF. 6" STRUCTURAL STL STUD 1/2" GLASS MAT SHEATHING S.S. ANCHOR 1 1/2" X 3/4" REVEAL, TYP. WEATHER BARRIER 1 1/2" CONTINUOUS RIGID INSULATION 1/2" AIR GAP 3" THICK LIMESTONE S.S ANCHOR 4" THICK GRANITE 1 1/2" RIGID INSULATION 3/8" SEALANT AND BACKER ROD LEVEL 2 16' - 0" Z 5/8" GYP BD CLAY PAVERS3' - 4"2"2" 1 1/2"1" 1 1/2" 1 1/2" CONT. RIGID INSUL. 1" AIR GAP GRANITE PANELS WEEPS @ 48" O.C. 1/2" GLASS MAT SHEATHING 2"1" 6" STRUCTURAL STUDS WEATHER BARRIER 3" EIFS 8" STRIP OF SELF- ADHERED MEMBRANE - LAP OVER FLASHING ALUMINUM FLASHING 2" CEMENTITUOUS UNDERLAYMENT PRECAST CONC. SLAB BOND BREAKER 6" CMU CONC MUD SLAB UNDERLAYMENT PRECAST CONC PLANK WEATHER BARRIER 3/8" BACKER ROD AND SEALANT W/ WEEPS @ 24" O.C. ROLLED BITUMINOUS SETTING BED 6 1/2" SEALANT FLEXIBLE FLASHING -LAP OVER WATERPROOF MEMBRANE GROUT BEHIND FLASHING4"DRAINAGE MAT WATERPROOF MEMBRANE SLOPED TOPPING SLAB 5" RIGID INSULATION (R-25) LEVEL 1 0' - 0" 5/8" GYP BD CONCRETE SLAB3' - 4"2"2" 1 1/2"1" 1 1/2" WEATHER BARRIER 1 1/2" CONTINUOUS RIGID INSULATION 1" AIR GAP GRANITE PANELS WEEPS @ 48" O.C. 1 1/2" GLASS MAT SHEATHING 2"1"3" 6" STRUCTURAL STUDS 3" EIFS 8" STRIP OF SELF- ADHERED MEMBRANE - LAP OVER FLASHING ALUMINUM FLASHING WEATHER BARRIER 3/8" JOINT W/ BACKER ROD AND SEALANT W/ WEEPS AT 24" O.C. 1/2" EXPANSION JOINT SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE GROUT FILL VOID 24" R-10 RIGID INSULATION TYPICAL AT GRADE LEVEL PERIMETER BRICK LEDGE LEVEL 2 16' - 0" A PRECAST CONC. SLAB LINE OF TERRACE FLOOR FINISH, BEYOND 3"2"11" 4 1/2"2 1/2" 1" 1 1/2" 1 1/2" STRUCTURAL COLUMN R = 3 1/2"1/4" DRIP 9 1/2" 5" 1 1/2" 1 1/2"3 1/2" 1/2" GRAVITY ANCHOR 6" STRUCTURAL STUD 1/2" GLASS MAT SHEATHING 3 5/8" STRUCTURAL STUD 1/2" GLASS MAT SHEATHING1"3/4"1 1/2"5 3/4"3 1/2"3/4"4 3/4"3/4"1' - 5 3/4"2 1/2"6"LIMESTONE PLINTH LIMESTONE ARCHITRAVE GRAVITY ANCHOR S.S. FLASHING S.S. ANCHOR 1 1/2" X 3/4" REVEAL LIMESTONE STONE ANCHORBACKER ROD AND SEALANT 3/8" SEALANT JOINT W/ WEEPS @ 24" O.C. DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc A5-32 09/12/18 ALTERNATES #1 & #2 SECTION DETAILS 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTION 1 1/2" = 1'-0"A5-32 5 ALTERNATE #2 - LIMESTONE ENTABLATURE @ N. FACADE 1 1/2" = 1'-0"A5-32 3 ALTERNATE #2 - TYPICAL LIMESTONE PANELS & GRANITE BASE JOINT 1 1/2" = 1'-0"A5-32 2 TYPICAL 2ND LEVEL ALTERNATE #1 WATERTABLE 1 1/2" = 1'-0"A5-32 1 TYPICAL 1ST LEVEL ALTERNATE #1 WATERTABLE 1 1/2" = 1'-0"A5-32 4 ALTERNATE #2 - LIMESTONE ARCHITRAVE @ 2ND LEVEL TERRACE STONE ANCHORAGE SHALL BE DESIGNED BY A LICENSED ENGINEER REGISTERED IN THE STATE OF INDIANA -STONE ANCHORAGE SHALL BE SUBMITTED AS SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 3 ADD #4 REVISIONS NO. DATE DESCRIPTION 3 12/03/2018 General Revisions