13-550-0285TAIR REQUIREMENT5:
SAFEGUARDS AND KAILING5 SHALL BE DESIGNED A5 FER
"FBC 2007, BUILDING" 5EC. 1 G 1 5.4.G AND "FBC 2010,
RF51DENTIAL" SEC. R4403.7.3.G
RAILING5, 5TAIR- RAILING5 AND OTHER, 51MILAK 5AFEGUARDS
SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS FER
LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200
POUNDS (G90 N) APPLIED IN ANY DIRECTION AT THE TOP
OF SUCH EARR.IEF'5 AT ANY LOCATION ON THE SAFEGUARD,
WHICHEVER CONDITION PRODUCES THE MAXIMUM
C STRESSES C
5TRE_�SE��. THE ,L C O .v AND C� \ED B E
I I P A (I N N � Y TH
ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS
SHALL BE CONSIDERED NOT BE ACTING SIMULTANEOUSLY.
STAIR MANUFACTURER TO PROVIDE 51-IOP DWG's
AND PRODUCT APPROVALS WITH ATTACHMENT
DETAIL. STAIR SHOP DWG'S WILL PREVAIL OVER,
ARCHITECTURAL DWG's.
STAIR KEY NOTES:
3' -G" HIGH 5AFEGUARD TO MET CODE REOUIREMENT5 AS
SPECIFIED AT TH15 5HELT.(MANUFACTURER TO SUBMIT SHOP
DRAWINGS TO ARCHITECT PRIOR. TO FABRICATION)
2. COORDINATE 51-AIR. FIN15H WITH OWNER PRIOR TO
FABRICATION TO A55URE PROPER. FIN15H RISER, HEIGHT.
3. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS)
4. CONCRETE BEAM (SEE STRUCTURAL DRAWINGS)
5. RAILING WITH PICKET5 TO REJLCT A 4" DIAMETER OBJECT,
6. ATTACHMENT A5 PER STAIR SHOP DRAWING5
7. HANDRAIL (SEE DETAIL AT THIS SHEET)
6. 301'X 48" WHEEL CHAIR AREA OF REFUGE SPACE. PROVIDE
BUILDING 51GNAGE " AREA OF REFUGE " IN ACCORDANCE W/
FFFC 7.2. 1 2.3.5.1 .PROVIDE 2 WAY COMMUNICATION
5Y5TEM IN ACCORDANCE WITH.
9. APPROVED STAIR DE \ENT DEVICE A5 PER FFFC SECTION
7.2.12.2.3,
10. PROVIDE TWO WAY COMMUNICATION .SYSTEM.
--FLOOR PLAN LEGEND
8" CMU WALL
I HR FIRE RATED CEILING AND I HR. RATED CMU WALL
I HR RATED PARTITION WALL
1 3/4" 5CH. 10 PIPE
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TOP CAP
NOTES: I 1/4' 5CH. 40 -
PIPE TO CAP.
1. MATERIAL: ALUM. 6000
8' °E IPJ"
MIN,
51
ATTACH TOP CAP WITI-I
5ERIE5, GRADE T5 OR TG
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SST # 10 TER- 5CRCW5.
21
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2. FABRICATION: ALL FA5TENED
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SYSTEM EXCEPT GRIP AT INT.
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MATCH PAIL MATERIAL
GREEN COLOR
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SECTION
3/4" SQUARE PICKET5
�
x O. WALL, SHARED
3 1/2"-- HOLES x 3 1/2" x 3 1/2" x 4"
-
REJECT A 4" SPHERE
R
51-YROFOAM SLEEVES ON WOOD
I I /' }' SCH. 40
CH,
MECHANICALLY FA5TELIED�
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5. RAILING DESIGN TO MATCH
'
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G. ALL RAILING5 MUST MAINTAIN
R/
A CONS
CONSISTENT HEIGHT, PROM
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MOUNT POSTS IN NON METALIC
TOP OF CONCRETE FLOOR SLAB,
�Oe �P�
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NON- SHRINKING
RINKING
QUICK SETTING GROUT
THROUGH OUT THE BUILDING
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IN PRE - SLEEVED OPENING
REGAKLES5 THAT MAY BE IN5TALLED
�� ELEVATION
BY A UNIT OWNED AT A LATER DATE,
9
STAIR HANDRAIL (WALL
MOUNTED)
N.T.5.
5TAIB BAILING F'05T W/ HANDRAIL
1 11211 = 1 1 -011
311— 11-011
ELEVATION SECTION
i i 11 -rvuir,ni ToFnn
)RAIL WALL BRACKET N .T.5.
11-011
NOTE:
I P.EFER, TO STRUCTURAL DWG5. FOR STAIR 5LAB THICKNESS STRUCT, STEEL
REI N FO KCEM P-NT.
2 ALL STAIR NOSINGS SrIALL HAVE ANON -SLIP SURFACE
STAIR TREAD AND RISER DETAIL N.T.S.
11 -- 1 1 -011
WALL LINE
5ECOND FLOOR
1UT - 1 2' - 9"
DIA.
_XFANSION BOLT
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