HomeMy WebLinkAboutA08 Building Sections & Detailsmembrane roofing with applied ribs over
- 4" rigid insulation, metal deck, and
curved joists (typical)
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LONGITUDINAL BUILDING SECTION THROUGH MULTIFURFOSE GYM
f Scale: 1/4"=1'-O" (1:48) does not include Prayer Hall area
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�— aluminum minaret finial
with lightning protection
(see detail C/A9)
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MIHRAB SECTION
NORTIEA5T
MECH NICAL
—membrane roofing with applied ribs over 4" rigid
insulation on metal deck on curved joists (typ)
— cont. alum. drip edge and prefin. breakmetal
trims at fascia (typical, see wall sections)
— EIF5 wall finish over drainage mat with flashing
at roof (typical, see wall sections & details)
_ prefinished metal coping sloped to interior (typ)
l TOP OF PARAPET WALL
120'-8"
rick veneer with ties, weeps, & vents with
soldier courses where shown on elevations (typ)
— membrane roofing over 4" rigid and tapered
insulation on metal deck on steel joists (typ)
l TOP OF PARAPET WALL
I 116'-0"
membrane roofing with applied ribs over
insulation on metal deck
50TTOM OF HALF DOME
I 109'-4"
— wood bookshelves per detail J/A15
wood paneling and details per detail C/A17
wood chair rail and wainscot (typical, see
interior elevations and detail A/A13)
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
l UPPER LEVEL
—Z 100'-0" (=915.96' per Civil)
steel joists per structural (typical)
suspended acoustic ceiling per reflected ceiling
plan (typical)
rigid insulation protection board over
waterproofing (typical)
reinforced concrete foundation wall per struct.
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
L LOWER LEVEL
r 874" (=903.29 per Civil)
continuous perforated foundation drain w/filter
sock to ext. drain sys. (typical ext. perimeter)
continuous perforated foundation drain with
filter sock to sump pit (typical int. perimeter)
wall pads each
8'-0" 8'-0"
i1 CROSS SECTION THI;OUGH FP\AYEIz HALL
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continuous aluminum gutters (typical)
thru-wall flashing at EIF5 roof transition
(typical)
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rooftop HVAC units
(see mechanical)
slope 1/2" per
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CLA55KOOM
TOP OF ARCHED ROOF
I 125'-10"
prefinished metal coping sloped to interior (typ)
— vertical membrane flashing on back of parapet
walls (see wall sections, typical)
TOP OF HIGH PARAPET
120'-8"
membrane roofing over tapered insulation
(where indicated, see roof plan, typical)
— tubular skylight on curb with flashing (typical)
TOP OF PARAPET AT KITCHEN
116'-0"
— steel joists (coordinate with structural, typical)
ductwork from RTU's to MP Gym (see mech.)
alcoves for cove lights (see reflected ceiling
plans, typical)
suspended acoustic ceiling (see reflected ceiling
plans, typical)
— metal studs at 16" o.c. with 5/8" type X
gypsum board (typical)
aluminum storefront w/insulating glass (typical)
—wood shoe racks per floor plans and details on
sheet A15
— operable panel partition under steel beam with
bracing (see partition details)
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
UPPER LEVEL
100'-0" (=915.96' per Civil)
steel joists per structural (typical)
— metal stud furring over reinforced concrete
foundation wall (per structural, typical)
—suspended acoustic ceiling (see reflected ceiling
plans, typical)
backfill with crushed stone over rigid insulation
protection board & waterproofing (typical)
continuous reinforce concrete footing per
structural (typical)
continuous perforated foundation drain w/filter
sock to ext. drain sys. (typical ext. perimeter)
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
LOWER LEVEL
874" (=903.29' per Civil)
continuous perforated foundation drain with
filter sock to sump pit (typical irlt. perimeter)
membrane roofing with applied ribs over 4" rigid
insulation on metal deck on curved joists (typ)
TOP OF DOME
128'-6"
cont. alum. drip edge and prefin. breakmetal
trims at fascia (typical, see will sections)
TOP OF INTERIOR DOME CEILING
125'-0"
IFS wall finish over drainage mat with flashing
at roof (typical, see wall sections & details)
prefinished metal coping sloped to interior (typ)
TOP OF PARAPET WALL
120'-8"
rick veneer with ties, weeps, & vents with
soldier courses where shown on elevations (typ)
flashing w/weeps at steel lintel (per struct.)
BRICK SETBACK LINE
116'-0"
suspended acoustic ceiling per reflected ceiling
plan (typical)
HVAC ductwork per mechanical (typical)
aluminum windows with insulating glass and
bullet resistant glazing in lower sash (per add
alternate #4)
wood chair rail and wainscot (typical, see
interior elevations and detail A/A13)
wood chair storage cabinet per detail K/A15
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
TOP OF WAINSCOT & bottom of windows
103'-4"
steel joists per structural (typical)
UPPER LEVEL
100'-0" (=915.96' per Civil)
concrete retaining wall at window well per
structural (typical)
suspended acoustic ceiling per reflected ceiling
plan (typical)
aluminum windows with insulating glass (typical)
operable panel partition (see plans & details)
river gravel with drainage system (typical)
rigid insulation protection board over
waterproofing (typical)
reinforced concrete foundation wall per struct.
schedule base and floor finish over reinforced
concrete slab (per structural, typical)
LOWER LEVEL
874" (=903.29' per Civil)
continuous perforated foundation drain w/filter
sock to ext. drain sys. (typical ext. perimeter)
continuous perforated foundation drain with
filter sock to sump pit (typical int. perimeter)
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No. Q�
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524 East High Street
Lexington KY 40502
mccoyarchitects.com
te1859.233.1884
Al Salam Foundation
ISLAMIC LIFE
CENTER
14120 Shelborne Road
Carmel IN 46074
Construction Drawings
3/17/2021
BUILDING SECTIONS
AND DETAILS
Scale: 1/4"=V-O" (1:48) \� 5cale: 1/4"=1'-O" (1:48) I I