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HomeMy WebLinkAboutA5.1 SECTIONST ectonic Cop yright 2007 2 A5.1 A5.1 4 A5.1 9 FAMILY RESTROOM 104 3 A5.1 2 A5.2 BLOCK WALL CONSTRUCTION, RUNNING BOND, TOOLED JOINTS, BOTH SIDES. GROUND FACE ON INTERIOR, COLOR - PT-2. 2x8 RAFTERS @ 16" O.C. METAL PANEL SOFFIT. METAL PANEL SOFFIT. MECH 101 101 SAWCUT PLUMBING CHASE IN WALL WHERE DRINKING FOUNTAIN REMOVED.MIN.8"FIBER CEMENT PANEL 2. EXISTING WALL ASSEMBLY. SIDEWALL FLASHING. 1/8"X1/4" STAINLESS STEEL RIVET @ 18" O.C. CONTINUOUS VENTED RIDGE CAP. EXTERIOR PLYWOOD. 5/8" STANDING SEAM MTL. ROOF. UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. METAL PANEL SOFFIT. KNEE WALL CONSTRUCTION FIBER CEMENT PANEL 2. BUILDING WRAP W/ SEAM TAPE FLASHING. EXTERIOR SHEATHING. 5/8". WOOD STUDS. 2x6 @ 16" O.C. W/ CONTINUOUS PRESERVATIVE TREATED B/PLATE ON SILL SEALER AND DOUBLE T/ PLATE. BATT INSULATION. R-19. EXTERIOR WALL CONSTRUCTION FIBER CEMENT PANEL 1. 7/8" 18 GA MTL FURRING @ 16" O.C. BUILDING WRAP W/ SEAM TAPE FLASHING. CMU. 8". HOR. JT. REINF. AT 16: O.C. VERT. #5 REBAR VERT. @ 48"o.c. GROUT CORE SOLID w/ MATCHING DOWEL FND. LAP REINFORCING BARS 30" MIN. TYP. ROOF CONSTRUCTION STANDING SEAM METAL ROOF. 1/2" RIB HEIGHT SPACED AT 18". UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. EXTERIOR SHEATHING. 5/8". FIBER CEMENT SOFFIT/EAVE PANEL. 2"x 2'-0" EXTRUDED POLYSTYRENE @ FOUNDATION WALL AND UNDER SLAB. CONRETE. REINF. A5.1 5 A5.1 6 A5.1 75'-1 3/8"8'-0"3'-0"1'-0"TYP. SLAB ON GRADE ASSEMBLY - SLAB ON GRADE. 5". CONCRETE. REINFORCED. BROOM FINISH. -VAPOR BARRIER. 15 MIL -COMPACTED GRANULAR FILL. 8". WALL PACK. CONTINUOUS VENTED RIDGE CAP STANDING SEAM MTL ROOF. EXT. PLYWOOD. 5/8" UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. 2x6 WOOD STUDS. 1'-6" FLUID APPLIED AIR BARRIER. FIBER CEMENT PANEL 2. EXTENDED DRIP EDGE. FIBER CEMENT EAVE PANEL. 1X10. METAL PANEL SOFFIT. 2x6 WOOD STUDS. BATT INSULATION. R-19. EXTERIOR SHEATHING. 5/8". FLUID APPLIED AIR BARRIER. FIBER CEMENT PANEL 2. FLASHING. CMU. 8" FIBER CEMENT PANEL 1. 7/8" 18 GA MTL FURRING @ 16" O.C. FLUID APPLIED AIR BARRIER. ANCHOR BOLTS 5/8" DIA @ 32 C/C. 2 X 6 TREATED TOP PLATE. REINFORCED BOND BEAM. 8"2"8" CMU. 7/8" 18 GA MTL FURRING @ 16" O.C. FLUID APPLIED AIR BARRIER. FIBER CEMENT PANEL 1. BASE FLASHING. CONCRETE SLAB. 5" CONCRETE SLAB. BROOM FINISH. COMPRESSIBLE FILLER. 1/2" TYP. GRANULAR GRAVEL FILL. 8". REFER TO CIVIL. 2"x 2'-0" EXTRUDED POLYSTYRENE 2 - #5 BARS TOP & BOTTOM 5" REBAR. VERT. @ 48" O.C. TYPICAL ALT HOOK 16" X 8" CONCRETE FOOTING FOUNDATION WALL. 8". 8" CONT. 2 X 2 KEYWAY 1 - #5 CONT. VAPOR BARRIER. 15 MIL. WWF 6 x 6 W1.4 x W1.4 1 A5.1 FAMILY RESTROOM 104 A5.1 3 A5.1 8 BLOCK WALL CONSTRUCTION, RUNNING BOND, TOOLED JOINTS, BOTH SIDES. GROUND FACE ON INTERIOR, COLOR - PT-2. GROUND FACE CMU BEYOND. COLOR -PT-2. LIGHT FIXTURE. SEE ELECTRICAL. 2x8 RAFTERS @ 16" O.C. 2x8 TIES @ 32" O.C. A5.1 78'-0"3'-0"KNEE WALL CONSTRUCTION FIBER CEMENT PANEL 2. FLUID APPLIED AIR BARRIER. EXTERIOR SHEATHING. 5/8". WOOD STUDS. 2x6 @ 16" O.C. W/ CONTINUOUS PRESERVATIVE TREATED B/PLATE ON SILL SEALER AND DOUBLE T/ PLATE. BATT INSULATION. R-19. EXTERIOR WALL CONSTRUCTION FIBER CEMENT PANEL 1. 7/8" 18 GA MTL FURRING @ 16" O.C. FLUID APPLIED AIR BARRIER. CMU. 8". HOR. JT. REINF. AT 16: O.C. VERT. #5 REBAR VERT. @ 48"o.c. GROUT CORE SOLID w/ MATCHING DOWEL FND. LAP REINFORCING BARS 30" MIN. TYP. ROOF CONSTRUCTION STANDING SEAM METAL ROOF. 1 1/2" RIB HEIGHT SPACED AT 18". UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. EXTERIOR PLYWOOD. 5/8". 2x8 RAFTERS @ 16" O.C. 2"x 2'-0" EXTRUDED POLYSTYRENE @ FOUNDATION WALL AND UNDER SLAB. CONRETE. REINF. A5.2 5 12 6 TYP. SLAB ON GRADE ASSEMBLY - SLAB ON GRADE. 5". CONCRETE. REINFORCED. BROOM FINISH. -VAPOR BARRIER. 15 MIL -COMPACTED GRANULAR FILL. 8". 2x 10 RIDGE BOARD. CONTINUOUS VENTED RIDGE CAP. STANDING SEAM MTL ROOF. UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. EXTERIOR PLYWOOD. 5/8" SHEATHING. 5/8" ROOF CONSTRUCTION STANDING SEAM METAL ROOF W/ SNOW GUARD. 1/2" RIB HEIGHT SPACED AT 18". UNDERLAYMENT MEMBRANE. 2 LAYERS OF 15LBS FELTS. EXTERIOR PLYWOOD. 5/8". METAL PANEL SOFFIT. WOOD GRAIN. 2 1/2" VENT SOFFIT PLANK. FIBER CEMENT EAVE PANEL. 1X10. EXTENDED EAVE DRIP EDGE. 4" END LAPS W/ CONTINUOUS SEALANT AT LAPS. BLOCKING. EXISTING RAFTERS TO REMAIN. EXISTING BEAD BOARD TO REMAIN. 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 11640 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com WEST PARK: THE CORE SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 12/31/2021 10/31/2021 ALL ARCHITECTURAL SHEETS A5.1 SECTIONS SCALE: 1/4" = 1'-0"1SECTION - RESTROOM SCALE: 1 1/2" = 1'-0"9SECTION DETAIL SCALE: 1/2" = 1'-0"4WALL SECTION 1 SCALE: 1 1/2" = 1'-0"5SECTION DETAIL SCALE: 1 1/2" = 1'-0"6SECTION DETAIL SCALE: 1 1/2" = 1'-0"7SECTION DETAIL SCALE: 1/4" = 1'-0"2SECTION - RESTROOM SCALE: 1/2" = 1'-0"3WALL SECTION SCALE: 1 1/2" = 1'-0"8SECTION DETAIL SCALE: 1 1/2" = 1'-0"10SECTION DETAIL DESIGN DEVELOPMENT 02/05/2020 65% REVIEW 04/20/2020 90% CONSTRUCTION DOCUMENTS 06/01/2020 100% REVIEW 06/19/2020 ISSUED FOR BID 07/14/2020 . ISSUED FOR REV DATE 07/14/2020