The URL can be used to link to this page

Home My WebLink AboutA12 Multipurpose Gym Wall Sectionssteel beam per structural and provide bracing for track ae, necessary (due to height, typical) HVAC duct per mechanical (MF Gym side) acoustic sound panels between 6" trime, (typical in MP Gymnasium) 3-5/8" metal studs at 16" o.c. with acoustic insulation each side of beam/wall (typical) pack acoustic insulation around track (typical) suspended acoustic ceiling system per reflected ceiling plan and finish schedule (typical) cove lighte, per electrical in Corridor (typical) BOTTOM OF 5OFFIT and Top of Partition 110'-0" painted 5/8" gypsum board at walls and soffit (typical each side) cont. caulk at top of track each side (typical) operable panel partition top track suspended from beam above with hanger rods by partition manufacturer (typical) manually operated paired -panel operable panel partition with pocket doors beyond (see plans) operable panel partition bottom track with brush seals to floor finish base and floor finish per finish schedule (typ.) 4" reinf. concrete slab on vapor barrier and crushed stone (typical) UFFER LEVEL 100'-0" tranoition otrip between floor finishes below partition panele, (see floor plan) reinf. concrete foundation beyond (see structural) L J a c� r mbrane roofing over protection board and 2 ere, of 2" rigid insulation over metal deck pical) TOP OF PARAPET BEYOND 116'-0'' (coordinate w/exterior elevations) ;finished metal coping sloped to interior with 7s (typical) •tical flashing (typical) 1t. prefinished aluminum drip edge (typical) ltinuous prefinished aluminum gutter and Nne,pouto beyond (typical) J015T BEARING 113'-33�4" (coordinate w/struct. dwgo) ;finished breakmetal over treated wood ms (typical) ;finished metal soffits over metal stud ming as necessary (typical) ;k all voile, with inoulation (typical) ;el beam per structural ring on aluminum frame attached to ltinuoue, 1x treated wood trime, with rfinie,hed breakmetal (coord. w/elevations) 5pended acoustic ceiling system per lected ceiling plan and finish schedule pical) nt 5/8" gypsum board (typical) ;k veneer with ties, weeps, and vents (see vationo typical) ltinuous air space (typical) infiltration barrier over 1" exterior rigid ulation sheathing (typical) metal studs at 16 o.c. with R-19 batt ulation (typical) deep wood wall cabinets per interior vations (add alternate #5) ier cabinet light fixtures per electrical (add ernate #5) •amic tile on walls between cabinets (e,ee erior elevatione,, add alternate #5) " deep wood bare cabineto and countertope, interior elevatione, (add alternate #5) 5e and floor finish per finish schedule (typ.) reinf. concrete slab on vapor barrier and (shed stone (typical) ltinuous cavity guard (typical) •u-wall flashing with weeps at 32" o.c. above Ide (typical) UFFER LEVEL 100'-0" if. exterior concrete slab to slope away m structure (coordinate with Civil) )ut all voids solid below grade (typical) waterotop (typical) if. concrete foundation will per structural tails (typical) rigid inoulation protection board over terproofing (typical) 'C dumbbell waterotop (typical ext. wall) dia. perforated foundation drain with filter ;k in crushed stone backfill (typical) TOP OF FOOTING 105146" (coordinate with structural) if. conc. footing per structural (typical) membrane roofing over protection board and 2 layers of 2" rigid insulation over metal deck (typical) prefinie,hed metal coping sloped to interior with clips (typical) extend roof membrane over parapet wall under coping (typical) TOP OF PARAPET 116'-0'' (coordinate w/exterior elevations) treated 2x wood blocking (typical) double soldier course with vents at 48" o.c. at top of wall (per elevations, typical) parapet wall support per structural with 6" metal studs at 16" O.C. infill (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 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 K-19 batt insulation (typical) 5/8" impact resistant gypsum board (typical) base and floor finish per finish schedule (typ.) 4" reinf. concrete slab on vapor barrier and crushed stone (typical) continuous cavity guard (typical) thru-wall flashing with weeps at 32" o.c. above grade (typical) UFFER LEVEL 100'-0" grade varies (see civil drawings, typical) grout all voids solid below grade (typical) RX waterotop (typical) reinf. concrete foundation wall per structural details (typical) 2" rigid insulation protection board over waterproofing (typical) FVC dumbbell waterstop (typical ext. wall) 4" dia. perforated foundation drain with filter sock in crue,hed stone backfill (typical) TOP OF FOOTING 105'-6" (coordinate with structural) reinf. conc. footing per structural (typical) a It membrane roofing with applied ribs over protection board, 2 layers of 2" rigid insulation, metal deck and curved Steel joists (typical) Cont. prefiniohed aluminum drip edge (typical) prefinished breakmetal over treated wood trims (typical) prefinished metal soffits over metal stud framing as necessary (typical) pack all voids with insulation (typical) steel beam per structural 3" exterior insulating finish system with V-grooves where shown on elevations over drainage mat (typical) painted trim at edge of curved roof intersection with will (typical, see interior elevations and details) paint exposed metal decking and coordinate with reflected ceiling plan (typical) painted walle, beyond (typical) aluminum windowo with insulating glioo per window schedule (typical) thru-wall flashing and EIF5 drainage channel (typical at base of EIF5) prefinished metal coping sloped to drain away from building with clips TOP OF METAL COPING 116'-0'' (coordinate w/exterior elevations) treated 2x wood blocking (typical) brick soldier courses per elevations with cell vents below at 48" o.c. acoustic panele, with 6" wide painted trims at top and bottom (typical all sides of MF Gym) painted steel lintel per structural with thru-wall flashing and weepo at 52" o.c. BOTTOM OF BRICK 110'-0'' (coordinate w/exterior elevations) brick veneer with tier, weepo, and vents (oee elevations typical) continuoue, air apace (typical) air infiltration barrier over 1" exterior rigid insulation sheathing (typical) 6" metal otude, at 16 o.c. with K-19 batt insulation (typical) 5/8" impact ree,ie,tant gype,um board (typical in MF Gymnasium) base and floor finish per finish schedule (typ.) 4" reinf. concrete slab on vapor barrier and crushed stone (typical) continuous cavity guard (typical) thru-wall flashing with weeps at 32" o.c. above grade (typical) 1 UPPER LEVEL 100'-0" (grade varies (see civil drawings, typical) grout all voids solid below grade (typical) RX waterotop (typical) reinf. concrete foundation wall per structural details (typical) 2" rigid insulation protection board over waterproofing (typical) FVC dumbbell waterstop (typical ext. wall) 4" dia. perforated foundation drain with filter sock in crue,hed stone backfill (typical) I TOP OF FOOTING 105'-6" (coordinate with structural) reinf. conc. footing per structural (typical) 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 Drawinge, 3/17/2021 MULTIFURF05E GYM WALL 5ECTION5 Al2 OFERA13LE PARTITION DETAIL Scale: 3/4"=1'-0" (1:16) KITCHEN WALL SECTION Scale: 3/4"=1'-0" (1:16) MULTIFUU05E 5TORAGE WALL SECTION Scale: 3/4"=1'-0" (1:16) MULTIFUU05E GYM END WALL SECTION Scale: 3/4"=1'-0" (1:16)