HomeMy WebLinkAbout0614.95.20FC
ST
SECTION 0
1/211 = 11 -011
11 I 1
II II
II II
U II
II I I
II II
II j I NOTE:
II I I PROVIDE
II I I WARNINGS
it i I STAIR FU
it II TACTILE U
II I I DETAIL.
II I I
Jill
it I I
II �—L = __ _ _______ ________ __--
SECTION C
3/811 = I' -011
5fiAl� 4 PLAN
3/811 = 11 -011
a
2 1/2' CONC. FILL W/
WOOD FLOAT FINISH
STEEL STRINGER —
RISER 4 SUBTREAD
14 GA, STEEL.
DETAIL= 3
3' MIN. CLEARANCE
OF PIPE TO WALL
DETAIL 2
3/411 = 11 -011 3/411 = 11-011
4' -0°
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HANt
SECTION 5
I I I
I -- I
I I I
I I I
I I I
i I I
42' ABOVE L
II II II
� I
I
a, I
- I
I
v I
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I
I
a �
=- z11 -/TII
TOP RAIL TO CLEAR
WALLS BY 3' MIN.
ti.-I
II I
II _
=____________�`
METAL THRESHOLD
II
BRICK SILL
III
II �
I i NAND RAIL MOUNTED
ON TOP OF STRINGER
II II
I I I II II
I I I II II
I I I I L------ - - - - -- 1
I I I I r- --------- - - - --i
I I I II II
I I I II it
t l DESIGN NOTE: RAILINGS
I I I it II
I I I STATE BUILDING CODE.
• • V • Y
TOP RAIL To CLEAR DESIGN NOTE : STAIR
WALLS BY 3' MIN STAIR SHALL BE DESIGNED TO CARRY
A LIVE LOAD OF 100 PSF. AND A
CONCENTRATED LOAD OF 300 PSF.
I I I I I I I •• STAIR RAILINGS
UTILITY BRICK t CONCRETE
BLOCK IJALL W✓
REINFORCEMENT
EVERY OTHER COURSE
FLASHING —�
STEEL BEAM 4 PLATE
(SEE STRUCTURAL DRILW)
[DETAIL
3/411 = 1' -o"
..r.rr.,,A. r. w!'T AI / -i1ChV
PFUNISHED METAL. COPING
SINGLE PLY MEMBRANE ROOF
INSULATION
METAL DECKING
P. T. WOOD BLOCKING
BAR JOIST SEE
STRUCTURAL DRAWINGS
SUSPENDED PLASTER CEILING
• ELEVATION 122' -8'
SHALL WITNSTANID
I I I I A LATERAL LOAD OF 50 PSF. ALON�ESIGN ACCORDING TO STATE BUILDING GORES.
ITS LENGTH. DESIGN ACCORDING t0
.�"\•• X •-
STAIfR =3 FLAN
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