5 6
C
C1
A
A4.3
(E) SLUMP CMU
INFILL SLUMP CMU
NEW STOREFRONT
UP
NOTE: ALL OCCUPANTS USING THIS STAIR AS AN EXIT ARE
FULLY AMBULATORY - NO AREA OF REFUGE REQUIRED
4' - 0"
GUARD HANDRAIL
GUARD
TUBE STEEL RIM
AT LANDING
GUARD
TUBE STEEL RIM
AT LANDING
LANDING AT
TOP OF ACCESS
FLOOR ELEVATION
4"
1"
PLACEMENT OF HSS 3" X 3" X 1/4"
TUBE STEEL COLUMN AT FIRST FLOOR
BELOW
EDGE OF COLUMN PLATE BELOW
TO EDGE OF (E) CONCRETE CURB
3"
17 RISERS AT 6 13/16"± = 9' 7 5/8"
16 TREADS AT 11.5" = 15' - 4"
1
3' -
0"
1
First Floor Level.
0"
VE
RIF
Y N
EW
FIN
ISH
FLO
OR
AT
AC
CE
SS
FLO
OR
9' -
7 5
/8"
±
A4.3
2
A4.3
3
4' - 0" 4"
MAX 4'-6"
WELD HANDRAIL SUPPORT
AT EACH UPRIGHT
16 TREADS AT 11.5" = 15' - 4"
17 R
ISE
RS
AT
6 1
3/1
6"
± =
9' -
7 5
/8"1
1
WELD POSTS TO
TOP OF STRINGER
CONCRETE FILL IN STEEL PAN
PAINT ALL STEEL
STEEL TUBE STRINGER
1/1/4" OD HANDRAIL]
PIPE RAIL PAINTED
COMPLY WITH IBC 1009 STAIRWAYS
AND IBC 1013 GUARDS
STEEL ANGLE TREAD SUPPORT 3 1/2"
NO
SIN
G T
O T
OP
OF
HA
ND
RA
IL
3' -
0"
NO
SIN
G T
O T
OP
OF
GU
AR
D
3' -
6"
< 4
"
1 TREAD WIDTH
FAR SIDE
ANGLE 3X3X3/16"X0'-6"
W/ 2 - 1/2"Ø X 5" SS
WEDGE BOLTS @ 4" GA
GUARDRAIL AT END OF
LANDING BEYOND
< 4
"
TO
P O
F G
UA
RD
3' -
6"
(E) CMU WALL
< 4"
TOP OF RIM TUBE BEYOND
2"
2" CONTRASTING STRIP
AT LEADING EDGE
OF TREADS
WELD POSTS TO
TOP OF STRINGER
CONCRETE FILL IN STEEL PAN
PAINT ALL STEEL
HSS 4" X 12" " X 1/4Q
1/1/4" OD HANDRAIL]
PIPE RAIL PAINTED
1 1/2" X 1 1/2" X 6"
STEEL ANGLE TREAD SUPPORT
1/1/4" OD GUARD
PAINTED
TO
P O
F H
AN
DR
AI L
3' -
0"
3' -
6"
GU
AR
D
< 4
"
RETURN HANDRAIL 12" BEYOND
PERPENDICULAR RAIL
6"
1 1
/2"
2 1
/2"
4'-0" 4" 1 1/4"
METAL DECK
CONCRETE FILL
1/8"
TYP
EA. 1"
ANGLE 3X3X3/16
W/ 3/4"Ø X 6" THRD ROD
SET IN EPOXY FILLED
DRILLED HOLES @ 24" O.C.
(E) CMU WALL
2"
OUTSIDE OF
HSS 4" X 12" " X 1/4
STRINGER BEYOND
8"1
1/2
"
2 1
/2"
4'-0" 4"
2 1/2" CONCRETE FILL
O/ 1 1/2" METAL DECK
7"
7"
1 1/2"4"1 1/2"
STEEL PLATE 1/2" x7"x7"
w/ 4 - 1/2"Ø x 5" SS WEDGE BOLTS
HSS 3X3X1/4
AT TWO CORNERS
OF LANDING
2" X 2" X 8" X 1/4"
STEEL ANGLE
PLAN - COLUMN BASE PLATE
HSS 4" X 14" " X 1/4
HEADER
SECTION
COLUMN TO TUBE
HSS 4" X 14" " X 1/4
SECTION
STRINGER TO RIM TUBE
ANGLE SEE ABOVE
ANGLE BEYOND
3/16
MITER CORNER AND WELD ALL AROUND
3/16
ANGLE 2X2X3/16
AT 3 SIDES-OMIT AT NOTCH
3/16 2-12
ANGLE 3x3x3/16x0'-7"
w/2 - 1/2"Ø x 5" SS
WEDGE BOLTS @ 5" GA.
3/16
3/16
3/16
PL 3/16X4X0'-6 3/16"
PL 3/16X4XSTAIR WIDTH
1' -
2"
6"
8"
HEADER AT NOTCH
ANGLE 2X2X3/16 FAR SIDE
TOP OF RIM TUBE
HSS 4" X 14" " X 1/4
PH 775-834-8000 / FX 775-834-8003RENO, NEVADA 89520-30131355 CAPITAL BLVD. / PO BOX 30013
(775) 233-1222
(775) 331-9484
3376 La Veaga Court
Sparks, Nevada 89431
HOOFT
ARCHITECTURE
LLC
HO
OFT
ARC
HIT
ECTU
RE
LLC
copy
right
© 2
010,
- F
ile N
ame:
Proje
ct N
umbe
r:- P
rint
Dat
e:
(Per Homeland Security Act)
PROPERTY OF
TRUCKEE MEADOWS
WATER
AUTHORITY, RETURN
UPON
COMPLETION OF
PROJECT
NOT REPRODUCIBLESHEET NUMBER
OFRECOMMENDED
SUBMITTED
APPROVED
REVISION DESCRIPTION BY APP DATE
DRAWN
WORK ORDER NO.
DESIGNED
DATE
CHECKED
94
11-0006
9/4/
2013
2:0
7:46
PM
A4.3
TRUCKEE MEADOWS WATER AUTHORITY
GLENDALE WATER TREATMENT PLANT
CONTROL ROOM MODERNIZATION2AUG2013
1003
H
Bid
Set
H
FINAL - FOR PLAN REVIEW SUBMITTAL
STAIR PLAN SECTION AND DETAILSH
N 1/2" = 1'-0"
STAIR PLAN1
1/2" = 1'-0"
STAIR SECTIONA
1" = 1'-0"
STAIR BOTTOM DETAIL3
1" = 1'-0"
STAIR TOP DETAIL2
1" = 1'-0"
STAIR AND LANDING CONNECTIONS4
28
1 Addendum 1 9/4/2013
1
2
4
5
BCD C1 B1 AE
3
KEY PLAN
PLUMBING MAIN LEVEL DEMOLITIONPLAN
P1.3
APLUMBING MAIN LEVEL DEMOLITION PLAN
TRUCKEE MEADOWS WATER AUTHORITYGLENDALE WATER TREATMENT PLANT
CONTROL ROOM MODERNIZATION
FINAL - FOR PLAN REVIEW SUBMITTAL
FAX:PHONE:RENO, NEVADA
PROJECT NO:(775) 826-1918(775) 826-1919
895115434 LONGLEY LANE
077313
(775) 233-1222(775) 331-9484
3376 La Veaga CourtSparks, Nevada 89431
HOOFTARCHITECTURE
LLCAUGUST 2, 2013
TJDDAB
CLR
(Per Homeland Security Act)
11-0006
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