13-1396-038STAIR REQUIREMENTS:
5AFEGUARD5 AND RAILINGS SHALL BE DESIGNED A5 PER
"FBC 2007, 5UIL.DING" SEC. I C I c -I AND 20 10,
RESIDENTIAL" SEC. K4403.7.3.G
RAILINGS, STAIR - RAILINGS AND OTHER 5IM11_AP-5AFEGUARD5
• SHALL BE DESIGNED TO RE515T A LOAD OF 50 POUNDS PER
LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200
POUNDS (G90 N) APPLIED IN ANY DIRECTION AT THE TOP
OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD,
WHICHFVER CONDITION PKODUCFS THE MAXIMUM
5TRE5SE5. THE REACTIONS AND 5TRE55ES CAUSED BY THE
ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS
SHALL BF CONSIDERED NOT BE ACTING SIMULTANEOUSLY.
STAIR MANUFACTURFRTO PROVIDE SHOP DWG's
AND PRODUCT AFPROVALS WITH ATTACHMENT
DETAIL. 5TAIK SHOP DWG's WILL PREVAIL_ OVER
ARCHITECTURAL DWG'S,
J
O
Ji
Ca
C�
.r,
1 314" SCH. 10 PIPE
TOP CAP
STAIR KEY NOTES:
I . 3' -0" HIGH SAFEGUARD TO MET CODE REQUIREMENTS AS
SPECIFIED AT TH15 SHEET.(MANUFACTUKER TO SUBMIT SHOP
DRAWINGS TO ARCHITECT PRIOR TO FABRICATION)
2. COORDINATE 5TAIK FINISH WITH OWNER PRIOR TO FABRICATION
TO ASSURE PROPER FINISH RISER HEIGHT.
3. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS)
4. CONCRETE BEAM (SEE STRUCTURAL DKAWING5)
5. RAILING WITH RAILS TO REJECT A 4" DIAMETER OBJECT.
G. ATTACHMENT AS PER STAIR SHOP DRAWINGS
7. HANDRAIL (SEE DETAIL AT THIS SHEET)
a. 30" X 4a" WHEEL CHAIR AREA Of REFUGE SPACE. PROVIDE
BUILDING 51GNAGE " AKEA OF REFUGE " IN ACCORDANCE W/
FFPC 7.2.1 2.3.5. I .FK0VIDE 2 WAY COMMUNICATION SYSTEM
IN ACCORDANCE WITH.
9. APPROVED 5TAIR DESCENT DEVICE AS PER FFPC 5ECTION
7.2.1 2.2..3.
10, PROVIDE TWO WAY COMMUNICATION SYSTEM:
ATTACI -I TOP CAP WITH
55T * 10 TEK- SCREWS,
APPROX. I -G" O.C.
1 112" O.G. HANDRAIL
HANDRAIL BRACKET TO
MATCH RAIL MATERIAL
314" SQUARE PICKETS
x O.G2 WALL, SPACED
REJECT A 4" SPHERE
MECI IANICALLY FASTENED
1 1/2" x 3/4" BOTTOM
CHANNEL
MOUNT POSTS IN LION METALIC
NON - SHRINKING
QUICK SETTING GROUT
IN PRE- 51-EEVED OPENING
-5TAIK RAILING P05T W/ HANDRAIL
y 1 11211 = 11-011
_ NOTES:
1. MATERIAL: ALUM. 6000
SERIES. GRADE T5 OR TG
2. FAE)KICATIOLI: ALL. FASTENED
SYSTEM EXCEPT GRIP AT INT,
STAIR RAILS.
3. FINISH: BALCONY RAIL AND
., STAIK KAIL TO BE PATINA
GFIFFH COLOR
4. INSTALLATION: COKE DRILL
3 1/2"— HOLES x 3 112" x 3 1/2" x 4"
3TYKOFOAM SLEEVLS ON WOOD
BRACKETS LOCATED AS KEQ.
' IN AREAS WITH POST TEN510LJ
CABLES
5. RAILING DESIGN TO MATCH
TAMPICO # MOIITERREY
G. ALL RAILINGS MUST MAINTAIN
A CONSI5TELIT HEIGHT, FROM
TOP OF CONCKETE FLOOR SLAB,
THROUGH OUT THE BUILDING
REGAKLF55 THAT MAY BE INSTALLED
BY A UNIT OWNER AT A LATER DATE.
I 1/4' SCH. 40
PIPE TO CAP.
Jj
>
O°
m�
Q
�U
m?
zo
�z
O oL
�Q
I 1/4' SCH.
FIFE TO CAP
�F
d 0 .
FLOOR PLAN LEGEND
(II CMU WALL
LJ I HK RATED CMU WALL
ELEVATION SECTION
HANDKAIL WALL BRACKET
N.T.S.
MIN.
do
SECTION
ELEVATION
5TAIK HANDRAIL (WALL MOUNTED) N .T.5 .
311= 1 1 -0I1
NOTE:
I REFER TO STKUCTURAL DU/G5, FOR STAIR SLAB THICKNESS *- STKUCT. STEEL
REI HFORCFMENT.
2 ALL 51-AIR N051NG5 SHALL HAVE A LION -SLIP 5URFACE
STAI K TREAD AND R15EK DETAIL N .T.5.
11411 _ 1 1-011
WALL LINE
VUT
3/5" DIA.
EY rA N510
corroa
r.E515TAN'
METAL?
2" DIA. I/t
5CrLW 5L
SECOND 1`1
12' -9"
FIRST FLOOR
J 01 — 011
L"
A- 10
I X_?
i I
I I
2112 2111 2110 1119 1118 1117
I I I I I I
I I I I I I
16 1115 1'� 1113 1112
I I I I I
I I I I I
121
I
I
V V
V Y W
I I I I
II I I I I I
I I I I I I
I I I I I
I I I I I
I I I I I
1 I
I
I
I
-I - -- - -1 - -- -1 - - -- --- -1 - - --
—
V V
W
r ,.vuV
.
1
11112,01
4;45 Pt>
7 -
Y
4"'
STAIR 2
1
v
7
1 2' - 3'
-_ - -- ____ - � _
- -t- -- t- -J
RAUL R.
LL-= - _ -W `,l1
JENNIFER MALLON SALMAN • AR -17121
1 7- O" LANDING I
-- -- =_ 71- =- -t
22R@0'- 661/64 "11 111
111
iii
�
I I
I I
I I
I I
I I I I
I I I I
I
I
I
1 ,
1 111
IP
4' 3,I
I
---------
z—_
b 9
I I I I
I I I I
- 9 TK�ADS @ jI I" E:A j
I
=I"
d
4 O" LANDING
o
O
- II
p
4'- 0 "ILANDING
I TRI ADS @ 1 1" L:A 10' - 5' - 2" �
CZ
I
w
11 II
1111
� m
5 1111,
I I I
110
II°
1 11
I I I
I
- - - - - -- - --
�a STAIR 2 FIRST FLOOR PLAN
i r V V W W C
Y Y
WGV W
W •
5TAIK I FIRST FLOOR PLAN
/2" _ 1'-0"
a
5TAIK 2 SECOND I=LOOK PLAN 2 5TAIK I 'SECOND FLOOD PLAN
A l a
1/211 = 1' —O" A_ 1 11211
8
�1/2 AI 2 SECTION 3 STAI K I SECTION
= I' -0" A- I O 11211 = P-0"
• • rrrr• r�•
% rW r • i
• r u u • •
W W Y i i••
W Y Y
V W V •
•
WW Y
y V
V V
Y i
V V
V
iW •
SECOND FLOOR
I12' — 911
FIRST FLOOR
A \O' -O"
7
REVISIONS
_.
V V
V Y W
WWW W
_ .. 1 0
• u
i j
V V
W
r ,.vuV
.
1
11112,01
4;45 Pt>
Y
4"'
1
v
7
1 2' - 3'
RAUL R.
SOTOLONGO • AR -7712
JENNIFER MALLON SALMAN • AR -17121
1 7- O" LANDING I
�
I I
I I
I I
I I
1 ,
10
I
---------
z—_
b 9
d
STAIR 15
o
O
p
4'- 0 "ILANDING
I TRI ADS @ 1 1" L:A 10' - 5' - 2" �
CZ
10
w
� m
rl
11 12
13 14 15 16 17 18 19 20 1 2.1 0'
II°
a
5TAIK 2 SECOND I=LOOK PLAN 2 5TAIK I 'SECOND FLOOD PLAN
A l a
1/211 = 1' —O" A_ 1 11211
8
�1/2 AI 2 SECTION 3 STAI K I SECTION
= I' -0" A- I O 11211 = P-0"
• • rrrr• r�•
% rW r • i
• r u u • •
W W Y i i••
W Y Y
V W V •
•
WW Y
y V
V V
Y i
V V
V
iW •
SECOND FLOOR
I12' — 911
FIRST FLOOR
A \O' -O"
7
REVISIONS
BY
V V
V Y W
WWW W
.
• u
i j
V V
W
r ,.vuV
.
1
11112,01
F
CSC "r
z 8
O
0
N i
V) �/) (A M LO
w L0
O
QM
z
L�U C!� o
iiLA•
LL Q -
LL
J
LL -j
V) F-- w
LL � ILLi I 00
0 `^
V`T, M
J� cy)
in
Z ►�
c\1
0 C)
0
0 Of
V) d o 0
Z =
O La
co o Lu
I
T
W n
Zz
� W
CD U =T
LL
W U
L L_
o ° o� o
LL.
�--► ( d =
DZ 0-
C) 0 _
r�Ll _
D— X
0// cs�
LL u
L
STAIRS v
I
1`
1.!
SCALE A5 Indicated w
"' DATE OG /OG/ 13
� L
�I
Li ;
JOB 13 1 1
L7
l0 LL
11 A W
w
J
LL
OF SHEETS
I
• • •,•
.
i j
.
1
11112,01
4;45 Pt>
Y
4"'
,vv
r
RAUL R.
SOTOLONGO • AR -7712
JENNIFER MALLON SALMAN • AR -17121