HomeMy WebLinkAboutA5.1 Stairs and Entry3'-8" 10 T @ 11" = 9'-2" 3'-8" 10 T @ 11" = 9'-2"11 R @ 61316"± = 6'-3" 11 R @ 61316± = 6'-3" 1'-0"
11"3'-0" TYP.)(T/ HANDRAIL)3'-6" (TYP.)(T/ WALL)KNEEWALL: 20 GA METAL
STUDS @ 16" O.C. w/ 58"
GYPSUM BOARD ON EACH
FACE.
BUILT-UP 2x POSTS IN WALL
FOR SUPPORT OF LANDINGS
WOOD STRINGERS AS
REQUIRED
2x8 FRAMING AS REQUIRED
AT PLATFORMS. MAXIMUM
SPACING @ 16" O.C.
3 4" PLYWOOD
FLOOR DECK
HARDWOOD CAP
WOODEN HANDRAIL
HANDRAIL
SHALL TURN
BACK TO WALL
WOOD TREADS AND RISERS
HANDRAIL
SHALL TURN
BACK TO WALL
3'-6"1
A5.1 1/2" = 1'-0"
Section at Stairs
KNEEWALL: 20 GA METAL
STUDS @ 16" O.C. w/ 58"
GYPSUM BOARD ON EACH
FACE.
EXISTING CONCRETE
FLOOR SLAB
PT2
VB1
WOOD TRIM
PT2
PT2
PT1
PT1
EXISTING STRUCTURE
EXISTING CURTAIN
WALL SYSTEM TO
REMAIN
EXISTING CURTAIN
WALL SYSTEM TO
REMAIN
EXISTING ALUMINUM
FRAMES TO REMAIN
AT ROOF CURTAIN
WALL SYSTEM
REMOVE EXISTING GLASS AT ROOF
NEW 6" 20 GA METAL
STUDS @ 16" O.C. TOP
OF STUDS TO BE FLUSH
WITH TOP OF EXISTING
ALUMINUM FRAMES.
ATTACH TO ALUMINUM
FRAME SYSTEM.
FLASHING
NEW METAL ROOF SYSTEM.
COLOR TO BE DETERMINED.
6" BATT INSULATION
EXISTING CONCRETE
FLOOR SLAB
2
A5.1 1/2" = 1'-0"
Section at Entry
ALTERNATE #2
QUANTUMARCHITECTUREPO Box 56032 Indianapolis, IN 46256317-413-9497 www.q-architecture.comCKH Realty, LLC9800 Association CourtIndianapolis, IN 462804/20/202019018Sections and DetailsA5.1TMKTS
10/29/20