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SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT CLIENT ARCHITECT
17105
NOVEMBER 15, 2017
CONSTRUCTION ISSUE
MERCHANTS
CORPORATE
CENTER
CARMEL, IN
D I L L O N
CONSTRUCTION
G R O U P
CONSTRUCTION MANAGER
# REVISION DATE
A452
STAIR S2 PLANS &
SECTIONS
SCALE:
01 FLOOR PLAN
S1 FIRST
1/4" = 1'-0"
SCALE:
02 FLOOR PLAN
S1 MEZZ.
1/4" = 1'-0"
SCALE:
03 FLOOR PLAN
S1 SECOND
1/4" = 1'-0"
SCALE:
04 FLOOR PLAN
S1 THIRD
1/4" = 1'-0"
SCALE:
05 FLOOR PLAN
S1 FOURTH
1/4" = 1'-0"
SCALE:
06 FLOOR PLAN
S1 FIFTH
1/4" = 1'-0"
SCALE:
07 SECTION
S1 STAIR
1/4" = 1'-0"
FIRST FLOOR
0'-0" A.F.F.
SECOND FLOOR
22'-0" A.F.F.
THIRD FLOOR
36'-0" A.F.F.
FOURTH FLOOR
50'-0" A.F.F.
FIFTH FLOOR
64'-0" A.F.F.
T/O STEEL- LOW
78'-0" A.F.F.
T/O STEEL- HIGH
79'-6" A.F.F.
MEZZANINE
12'-0" A.F.F.
22 EQ. RISERS IN 12'-0" 18 EQ. RISERS IN 10'-0" 24 EQ. RISERS IN 14'-0" 24 EQ. RISERS IN 14'-0" 24 EQ. RISERS IN 14'-0"
7
A452
5'-10 10 EQ. TREADS IN 9'-2"
5
8" 4'-4"
19'-45
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
7
A452
7
A452
7
A452
7
A452
7
A452
7'-8 8 EQ. TREADS IN 7'-4"
5
8" 4'-4"
19'-45
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
4'-10 11 EQ. TREADS IN 10'-1"
7
8" 4'-4"
19'-37
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
4'-10 11 EQ. TREADS IN 10'-1"
7
8" 4'-4"
19'-37
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
4'-10 11 EQ. TREADS IN 10'-1"
7
8" 4'-4"
19'-37
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
4'-10 11 EQ. TREADS IN 10'-1"
7
8" 4'-4"
19'-37
8" INSIDE SHAFT DIMENSION- FINISH TO FINISH
2"
4'-0" 4'-0"
2"
1'-4"
9'-8"
INSIDE SHAFT DIMENSION-
FINISH TO FINISH
MIN. 3'-8" CLEAR
BETWEEN HANDRAIL &
CHANNEL LANDING
SUPPORT
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
MIN. 3'-8"
CLEAR
BETWEEN
HANDRAILS
W6F2
W1F2
W1F2
W1F2
W3
W3
W3
W6F2
W1F2
W1F2
W1F2
W3
W3
W3
W1F2
W1F2
W1F2
W1F2
W3
W3
W3
W1F2
W1F2
W1F2
W1F2
W3
W3
W3
W1F2
W1F2
W1F2
W1F2
W3
W3
W3
W1F2
W1F2
W1F2
W1F2
W3
W3
W3
1
2"Ø STL. PICKETS @ 4" O.C. MAX.
PRIME AND PAINT.
(PICKETS NOT SHOWN
FOR CLARITY); TYP.
U.N.O., ALL HANDRAILS SHALL BE PAINTED 1.5"
O.D. STEEL PIPE. HANDRAILS ATTACHED TO
WALL SHALL HAVE SUPPORTS SPACED AT
5'-0" MAX., PROVIDE APPROPRIATE
BLOCKING AT ALL ANCHORING POINTS OF
HANDRAILS ATTACHING TO WALL.
HANDRAILS ATTACHING TO GUARDRAILS
SHALL ATTACH AT ALL VERTICAL SUPPORTS
OF THE GUARDRAIL.
05/01/18
Nick Mishler