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HomeMy WebLinkAboutA5-10-WALL-SECTIONS-Rev.4LEVEL 2 16' - 0" LEVEL 1 0' - 0" LEVEL 3 32' - 0" LEVEL 4 42' - 0" LEVEL 5 52' - 0" LEVEL 6 62' - 0" A5-10 2 A5-10 3 LEVEL 7 (ROOF) 73' - 6" 0.9 LEVEL 2 16' - 0" LEVEL 1 0' - 0" LEVEL 3 32' - 0" 12 E.I.F.S. ON 1/2" GLASS MAT SHEATHING ALUMINUM FRAMED GLAZING STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE- PROOFING (2 HR. RATED) EIFS CORNICE BEYOND VENEER BRICK GRANITE WATER TABLE 5/8" GYP. BD. CONC. SLAB ON GRADE R-19 BATT INSULATION ALUMINUM FRAMED GLAZING STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR. RATED) R-19 BATT INSULATION E.I.F.S. CORNICE RECESSED NORMAN BRICKS, TYP. EIFS PLINTH BEYOND GFRC COLUMN BEYOND FIN. FLOOR & SCHEDULED BASE FACE OF STL. STUD R-19 BATT INSULATION 5/8" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE R-19 BATT INSULATION 1/2" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE R-19 BATT INSULATION 0.9 5/8" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING A7-11 7 A7-12 20 OPP. A7-11 8 A7-12 20SIM./ OPP. MINERAL WOOL FIRE SAFING (TYP.) SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE CONT. MEMBRANE FLASHING W/ WEEPS @ 4'-0" O.C. GROUT FILL VOID BELOW FLASHING 1' - 0"2' - 6"3' - 0"3' - 3 1/2"8 1/2"8 1/2"7' - 6 1/4"9 1/4"4"2' - 8"1' - 11 1/2"4" CMU W/ CONC. FILLED CELLS BELOW GRADE 8" CMU W/ CONC. FILLED CELLS 6" CMU W/ CONC. FILLED CELLS ARCHITECTURAL ASPHALT SHINGLE ROOF, BEYOND A5-21 4 A5-21 2 3 R-10 RIGID INSULATION -TYP. AT GRADE LEVEL PERIMETER 3 3 3 3 3 8 DOUBLE MONARCH BRICKS, TYP.8' - 8"1' - 10"1 1/2" RIGID INSUL. ON WEATHER BARRIER, ON 1/2" GLASS MAT SHEATHING ADD SOAPS TO PROVIDE FULL BEARING AT LOAD BEARING WALL 2 1/2" (TO F.O. STUD) 1' - 8" LOAD BEARING 8" STRUCT. STUD WALL 11 LEVEL 3 32' - 0" LEVEL 4 42' - 0" LEVEL 5 52' - 0" LEVEL 6 62' - 0" 2 ALUMINUM FRAMED GLAZING ALUMINUM FRAMED GLAZING ALUMINUM FRAMED GLAZING ALUMINUM FRAMED GLAZING E.I.F.S. CORNICE STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE- PROOFING (2 HR. RATED) LEVEL 7 (ROOF) 73' - 6" STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR RATED) R-19 BATT INSULATION 1/2" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE EIFS CORNICE BEYOND 1/2" GYP. BD. CEILING ON METAL FRAMING 11" A5-21 4 A7-11 11 A7-11 13 A7-12 3 A7-11 13 A7-12 3 A7-12 3 A7-11 13 MINERAL WOOL FIRE SAFING, TYP. AT EACH FLOOR SLAB 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING E.I.F.S. ON 1/2" GLASS MAT SHEATHING STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR. RATED) R-19 BATT INSULATION 1/2" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE 1/2" GYP. BD. CEILING ON METAL FRAMING STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE- PROOFING (2 HR. RATED) R-19 BATT INSULATION 1/2" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE 1/2" GYP. BD. CEILING ON METAL FRAMING R-19 BATT INSULATION 1/2" GYP. BD. PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT 6" STRUCT. STL. STUDS SCHEDULED BASE 1/2" GYP. BD. CEILING ON METAL FRAMING 3 5/8" STEEL STUDS TOP OF PARAPET STRUCT. STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR. RATED) 1 1/2" E.I.F.S. ON 1/2" GLASS MAT SHEATHING E.I.F.S. CORNICE E.I.F.S. CORNICE PRECAST CONC. SLAB SINGLE-PLY ROOFING SYSTEM EXTEND ROOF MEMBRANE UP TO TOP OF PARAPET WALL 3/4" FRT PLYWD SHEATHING 6" STRUCTURAL STEEL STUD FRAMING R-38 RIGID INSULATION IN VOID SPACE, TYP. 6" STRUCTURAL STUD FRAMING MINERAL WOOL FIRE SAFING (TYP.) 3" E.I.F.S. ON 1/2" GLASS MAT SHEATHING 79' - 7 1/2" A5-22 3 O.H.1' - 11 1/2"5' - 10 1/2"2' - 2"1' - 11 1/2"5' - 10 1/2"2' - 2"1' - 11 1/2"5' - 10 1/2"2' - 2"1' - 11 1/2"5' - 10 1/2"3' - 8"6' - 1 1/2"TOP OF ARCHED WINDOWSIM.3' - 10"3 3 3 3 1' - 3"11 LEVEL 2 16' - 0" LEVEL 1 0' - 0" A.7 1 1/4" 1 1/4" 3 5/8"1"1 1/2" 1' - 1 1/2" 1/2" 3 5/8" 2" 1 1/2" 1/2" 1' - 0"6"T.O. 1st ROW (VIF)3' - 5"10' - 10 3/4"1' - 5 1/4"3"1/2" 3 5/8" 1" 1 1/2" 1' - 1 1/2" 8" CMU WALL (6" CMU AT COLUMN, SEE DETAILS 12 & 13/A8-08) CONCRETE FOOTING 4" CMU BELOW GRADE CONC SLAB ON GRADE STEM WALL GRANITE WATERTABLE 1 1/2" THK RIGID INSULATION WEATHER BARRIER; LAP OVER FLASHING CONC. SLAB-ON-GRADE STRUCT. STL. BEAM w/ SPRAY-APPLIED FIRE PROOFING (2-hr RATED) 4" CMU BACK-UP WALL 2" SOAPS, AS REQUIRED (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS, TYP. 2 5/8" TALL NORMAN BRICKS SET BACK 1/2", TYP. EIFS CORNICE TRIM, ADHERED TO MASONRY (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS, TYP. 2 5/8" TALL NORMAN BRICKS SET BACK 1/2", TYP. (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS 1" MIN. AIR GAP AT CMU 2" MIN. AIR GAP AT STUDS 1 1/2" RIGID INSULATION WEATHER BARRIER 1 1/2" RIGID INSULATION WEATHER BARRIER A5-28 3 A5-28 4 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 A5-10 08/27/18 WALL SECTIONS 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 1/4" = 1'-0"A5-10 1 OVERALL WALL SECTION 3/4" = 1'-0"A5-10 2 WALL SECTION 3/4" = 1'-0"A5-10 3 WALL SECTION 3 3/4" = 1'-0"A5-10 4 WALL SECTION @ GRIDS A.7:20 11 REVISIONS NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 8 03/22/2019 General Revisions 11 05/29/2019 General Revisions