HomeMy WebLinkAboutA502 - WALL SECTIONS - A5-02GENERAL NOTES
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
A. COORDINATE ALL LINTEL AND BOND BEAM
REQUIREMENTS WITH STRUCTURAL DRAWINGS AND
PROJECT MANUAL.
B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND FOOTING CONDITIONS.
C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND
OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D.
PER PROJECT MANUAL.
D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO
DIVISION 07 SECTION "THERMAL INSULATION" FOR
SPRAY POLYURETHANE INULATION REQUIRED AT
THESE LOCATIONS.
E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY
POLYURETHANE INSULATION OR SEALANT AROUND ALL
PENETRATIONS OF THE WALL INSULATION BY PIPING,
CONDUITS, FRAMING, STRUCTURE, ETC.
F. ALL VISIBLE CMU WALLS TO BE STACK BOND TO MATCH
EXISTING.
G. CAVITY WALL INSULATION AT CAST-IN-PLACE
CONCRETE TO EXTEND TO TOP OF PAVERS
1
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
A2.02
4
TYP.
EL. 125'-4"
CORRIDOR
A128
CONCESSIONS
A202
CONCOURSE
A208
12" CMU
8'-
0
"
A2.02
5
EXISTING CONCRETE
WALL TO BE REMOVED
MODULAR SIZE FACE BRICK
EL. 123'-8"
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
METAL DECK -REFER TO STRUCTURAL
DRAWINGS. FOR SIZE AND DIRECTION
3" CAVITY WALL INSULATION
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIERSTEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
5/8" GYPSUM WALLBOARD (GWB)
EXISTING CONCRETE
WALL TO BE REMOVED
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
EXISTING CONCRETE WALL TO BE
REMOVED
12' CMU -GROUT SOLID
1
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
2
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
EXISTING OPENING INFILL,
REFER TO FLOOR PLANS
A2.02
4
TYP.
ISOLATION JOINT FILLER
6" COLD-FORMED METAL FRAMING
5/8" GYPSUM WALLBOARD (GWB)
CONCESSIONS
A202
EL. 114'-0"
CUT AND REMOVE
CONCRETE WALL ABOVE
CLEAN AND PREPARE EXISTING VERTICAL CONCRETE
SURFACES AND APPLY NEW ELASTOMERIC COATING
SYSTEM TO EXTEND DOWN THE FACE THAT IS
CONCEALED BY GRANDSTAND (BOTH SIDES)
PROVIDE TWO COATS OF TRAFFIC COATING
TOPCOAT MATERIAL ON EXISTING CONCRETE
EXISTING CONCRETE
WALL TO BE REMOVED
EXISTING CONCRETE
WALL TO REMAIN
2 1/2" METAL STUDS AT 1'-4" O.C. (20 GA)
MODULAR SIZE FACE BRICK
CAVITY WALL AIR SPACE
3" CAVITY WALL INSULATION
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
METAL DECK -REFER TO STRUCTURAL
DRAWINGS. FOR SIZE AND DIRECTION
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGS
1.9
EXISTING DOOR TO BE REMOVED 12" CMU
EXISTING FOUNDATION WALL TO
REMAIN
12' CMU -GROUT SOLID
1
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
FIRE PUMP
A125
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
A2.02
4
TYP.
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
REFER TO TYPICAL PARAPET AND METAL
COPING DETAIL
CONCESSIONS
A202
CONCOURSE
A208
EL. 123'-8"
B./DECK
T./STUDS
EL. 111'-2"
A2.02
5
2'-
8
"
4"
EL. 120'-0"
B./LINTEL
STAINLESS STEEL JAMB
AND HEAD TRIM
7'-
7
1
/
2
"
CAVITY WALL FLASHING AND ACCESSORIES,
REFER TO TYPICAL DETAIL 4-A5.01
CCD SILL
FACE OF WALL MOUNTED
STAINLESS STEEL CCD
6" CMU, CUT AS REQUIRED TO
MAINTAIN COURSING
STEEL ANGLE -REFER TO STRUCTURAL
DRAWINGS
EL. 125'-4"
1
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
3'-
7
1
/
2
"
1'-2"
EL. 108'-8"
T./CONCRETE AT THIS LOCATION
B./PRECAST PLANK
MODULAR SIZE FACE BRICK
2 1/8" CAVITY WALL INSULATION
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
VAPOR-PERMEABLE, FLUID-APPLIED
MEMBRANE AIR BARRIER
CONCRETE RAMP
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
SHEET WATERPROOFING
GEOTEXTILE-FACED WALL INSULATION,
DRAINAGE PANELS
PLAZA DECK PAVERS AND PAVER PEDESTALS
CAST STONE WALL CAP
FLEXIBLE FLASHING, STAINLESS STEEL
ELASTOMERIC COATING ON ALL EXPOSED
CONCRETE SURFACES. INSTALL BEFORE AND
BEHIND WATERPROOFING METAL TRIM AND
SEALANT
A2.02
8
FILTER FABRIC ON 4" RIGID ROOF INSULATION ON
DRAINAGE COMPOSITE ON 3/16" PROTECTION BOARD ON
WATER PROOFING MEMBRANE ON SLOPING CONCRETE
TOPPING SLAB
PRECAST CONCRETE PLANKS, REFER TO
STRUCTURAL
VAPOR BARRIER -TURN UP FACE OF WALL AND
ADHERE
1'-0"
1'-8"
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGSISOLATION JOINT FILLER
CONCRETE FOOTING -REFER TO STRUCTURAL
DRAWINGS
PERIMETER DRAIN, REFER TO PLUMBING
DRAWINGS
A5.01
7
SIM
EL. 110'-4"
WATERSTOP, REFER TO STRUCTURAL
DRAWINGS
A5.03
7
SIM.
1
1
STEPS TO ACCOMODATE SLOPE OF
RAMPS AND LANDINGS
8'-
8
"
2'-0"
CAST STONE WALL CAP
MODULAR SIZE FACE BRICK
8" CMU -GROUT SOLID
CAVITY WALL FLASHING AND ACCESSORIES,
REFER TO TYPICAL DETAIL 4-A5.01 (SIM.)
12' CMU -GROUT SOLID
CONCRETE FOOTING -REFER TO STRUCTURAL
DRAWINGS
CONTINUOUS DRIP
2"
4"
2
"
APPROXIMATE FINISH GRADE
FLEXIBLE FLASHING, STAINLESS STEEL
1
2
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
5201 E Main Street, Carmel, IN 46033
317-844-9961
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
WALL SECTIONS
A5.02
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 3/4" = 1'-0"
1 WALL SECTION 4
SCALE: 3/4" = 1'-0"
2 WALL SECTION 6
SCALE: 3/4" = 1'-0"
3 WALL SECTION 3
SCALE: 3/4" = 1'-0"
TYPICAL PLAZA DECK TO RAMP SECTION4
SCALE: 3/4" = 1'-0"
TYPICAL SITE PIER SECTION5
REV.
NO.DESCRIPTION DATE
1 ADDENDUM NO. 2 8.23.2024
2 ADDENDUM NO. 3 8.30.2024
TAC COMMENTS 10.3.202410-14-2024