The URL can be used to link to this page

Home My WebLink AboutA11 Prayer Hall Wall SectionsEli membrane roofing with applied ribs over protection board, 2 layers of 2" rigid insulation, metal deck and curved steel joists (typical) i pack all voids with insulation (typical) steel beam per structural cost. prefinished aluminum drip edge (typical) prefinished breakmetal over treated wood trims (typical) 2'-4" no n. overhang prefinished metal soffits (typical) e suspended acoustic ceiling system per 00 reflected ceiling plan and finish schedule - (typical) I I e PRAYER I HALL (cutline rgrmues 7q9 3" exterior insulating finish system with V-grooves where shown on elevations over drainage mat (typical) thru-wall flashing and EIF5 drainage channel (typical at base of EIF5) TOP OF BRICK 6 111'-4" (coordinate w/exterior elevations) 6 3 S "5 sloping brick rowlock with flashing (typical) s — brick soldier course with cell vents below at 3 48" o.c. — brick veneer with ties, weeps, and vents (see o elevations typical) —continuous air space (typical) — air infiltration barrier over 1" exterior rigid insulation sheathing (typical) — 6" metal studs at 16 o.c. with R-19 batt insulation (typical) — 5/8" type X fire code gypsum board (typical) — base and floor finish per finish schedule (typ.) — 4" reinf. concrete slab on metal decking and bar joists per structural (typical) continuous cavity guard (typical) UPPER LEVEL 1 a— I 100'-011 thru-wall flashing with weeps at 32" o.c. above I grade (typical) grade varies (see civil drawings, typical) Co grout all voids solid below grade (typical) a . suspended acoustic ceiling system per reflected ceiling plan and finish schedule d. (typical) Q 3-5/8" metal studs at 16" o.c. over concrete ° walls (typical lower level finished areas) 4 reinf. concrete foundation wall per structural s LARGE GL 55R6OM . details (typical) S 75 a d' 2" rigid insulation protection board over (cutline removes ) waterproofing (typical) o base and floor finish per finish schedule (typ.) - o 3 a ° 4" reinf. concrete slab on vapor barrier and o I crushed stone (typical) ° RX waterstops (typical) PVC dumbbell waterstop (typical ext. wall) 4aQ . .. LOWER LEVEL - 4 - 87-4" a °. 4" dia. perforated foundation drain with filter a . '4 ` - .• sock in crushed stone backfill (typical) as reinf. cone. footing per structural (typical) 4" dia. perforated foundation drain (typical at interior perimeter) PRAYER HALL TALL WALL SECTION 2'-4" nom. overhang ILLER 3'-4" FILLER (cutllne PkAYE1 HALL I I I I I I I I o 'do / I / I / I / I / I / I I I I I I I I I / I membrane roofing with applied ribs over protection board, 2 layers of 2" rigid insulation, metal deck and curved Steel joists (typical) cont. prefinished aluminum drip edge (typical) prefinished breakmetal over treated wood trims (typical) prefinished metal soffits (typical) 3" exterior insulating finish system with V-grooves where shown on elevations over drainage mat (typical) flashing and counterflashing at EIF5 transition to membrane flashing (typical) membrane roofing over protection board and 2 layers of 2" rigid insulation over metal deck (typical) prefinished metal coping sloped to interior with clips (typical) extend roof membrane over parapet wall under coping (typical) 1 TOP OF PARAPET I 120'-8" -- treated 2x wood blocking (typical) —double soldier course with vents at 48" o.c. at top of wall (per elevations, typical) --membrane roofing vertical flashing over exterior fiberglass sheathing (typical) treated wood blocking and steel closure angle per structural (typical) pack all voids with insulation (typical) steel beam per structural painted steel lintel per structural with thru-wall flashing and weeps at 32" o.c. cell vents at 48" o.c. (typical) suspended acoustic ceiling system per reflected ceiling plan and finish schedule (typical) ones 72') brick veneer with ties, weeps, and vents (see elevations typical) continuous air space (typical) air infiltration barrier over 1" exterior rigid insulation sheathing (typical) 6" metal studs at 16 o.c. with R-19 batt insulation (typical) type X fire code gypsum board (typical) i chair storage cabinet see detail K/A15 I I 6% L S U \ - 3 base and floor finish per finish schedule (typ.) o i 4" reinf. concrete slab on metal decking and I I CI I 4 bar joists per structural (typical) I I I I � UPPER LEVEL I 01 ° d' -a. 3-5/8" metal studs at 16" o.c. over concrete ° walls (typical lower level finished areas) suspended acoustic ceiling system per reflected ceiling plan and finish schedule (typical) �o d I 5ee structural drawings for window well and retaining wall (not shown on wall section) I I .a I reinf. concrete foundation wall per structural details (typical) LARGE GLA55ROOM I 2" rigid insulation protection board over s (cutline re ove5 72') waterproofing (typical) SP base and floor finish per finish schedule (typ.) 4" reinf. concrete slab on vapor barrier and 3 crushed stone (typical) o d ' ` RX waterstops (typical) i o ° PVC dumbbell waterstop (typical ext. wall) EJ d''. d LOWER LEVEL 4" dia. perforated foundation drain with filter sock in crushed stone backfill (typical) reinf. cone. footing per structural (typical) 4" dia. perforated foundation drain (typical at interior perimeter) PRAYER HALL SIDE WALL SECTION 3" thick tapered aluminum crescent moon connected to lightning protection cable aluminum spun balls on tapered posts (typ) internal steel mounting post (coord. w/struct.) 4-sided aluminum base connected to steel mounting bracket and flashed to top of dome lightning protection cable attached and connected to ground system (coord. wlelec.) BOTTOM OF FINIAL / TOP OF DOME 128'-6" coordinate with exterior elevations CRESCENT MOON FINIAL DETAIL TOP OF PARAPET 119'-4" JI I prefinished metal coping sloped to interior with I ` clips (typical) I I extend roof membrane over parapet wall under I I i coping (typical) I I I I treated 2x wood blocking (typical) I i double soldier course with vents at 48" o.c. 1 I at top of wall (per elevations, typical) I I I I parapet wall support per structural with 6" metal studs at 16" O.G. infill (typical) I I i77 membrane roofing vertical flashing over I I i77 exterior fiberglass sheathing (typical) I I I membrane roofing over protection board and 2 I i layers of 2" rigid insulation over metal deck (typical) I I � treated wood blocking and steel closure angle per structural (typical) pack all voids with insulation (typical) steel beam per structural I I I I steel joists per structural (typical) I I brick veneer with ties, weeps, and vents (see elevations typical) I continuous air space (typical) I I air infiltration barrier over 1" exterior rigid I insulation sheathing (typical) I 6" metal studs at 16 o.c. with R-19 batt insulation (typical) 1I 5/8" type X fire code gypsum board (typical) I suspended acoustic ceiling system per reflected ceiling plan and finish schedule (typical) I I I I I I (cutline r moues 72') I I base and floor finish per finish schedule (typ.) I 4" reinf. concrete slab on metal decking and Dar joists per structural (typical) I continuous cavity guard (typical) I I UPPER LEVEL 100'-011 I thru-wall flashing with weeps at 32" o.c. above grade (typical) grade varies (see civil drawings, typical) grout all voids solid below grade (typical) 4°Im-' reinf. concrete foundation wall per structural details (typical) 2" rigid insulation protection board over waterproofing (typical) 3-5/8" metal studs at 16" o.c. over concrete walls (typical lower level finished areas) suspended acoustic ceiling system per reflected ceiling plan and finish schedule (typical) (cutl base and floor finish per finish schedule (typ.) 4" reinf. concrete slab on vapor barrier and crushed stone (typical) RX waterstop at interior slabs (typical) PVC dumbbell waterstop (typical ext. wall) EJ a LOWER LEVEL d 87-4" a ° 4" dia. perforated foundation drain with filter :n - sock in crushed stone backfill (typical) • da ..Q d da .. QQ. areinf. conc. footing per structural (typical) 4" dia. perforated foundation drain (typical at interior perimeter) RESTROOM & WU DU WALL SECTION ��Q HER I/g �Z e No. Q� U 11900212 = STA — %/ �' • '/VD I PAP.. �G\``\�� 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 PRAYER HALL WALL SECTIONS All 5able: 3/4"=1'-O" (1:16) Scale: 3/4"=1'-O" (1:16) 5able: 3/4"=1'-O" (1:16)