13-1396-0365TAIR REQUIKEMENT5:
SAFEGUARD5 AND RAILINGS 5HALL BE DESIGNED AS PEP,
"F5C 2007, BUILDING" SEC. I G I b.4.G AND "FBC 2010,
RE5IDLNTIAL" SEC. R4403.7.3.G
RAILINGS, 5TAIR- RAILING5 AND OTHER. SIMILAR 5AFE6UAR.D5
5HALL BE DESIGNED TO RE515T A LOAD OF 50 POUNDS PER
LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200
POUNDS (690 N) APPLIED IN ANY DIRECTION AT THE TOP
OF SUCH BARRIER5 AT ANY LOCATION ON THE 5AFEGUARD,
WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES. THE REACTIONS AND 5TRE55E5 CAUSED BY TI 1E
ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS
SHALL BE CONSIDERED NOT BE ACTING SIMULTANEOUSLY.
5TAIR MANUFACTURER TO PROVIDE SHOP DWG'S
AND PRODUCT APPROVALS WITH ATTACI IMENT
DETAIL. STAIR 5HOP DWG's WILL PREVAIL OVER
ARCHITECTURAL DWG'5,
5TAIR KEY NOTES:
W/ PICKETS 5PACED TO REJECT A 4"
DI �EE P F FIFD
HEET.(MANUPACTURER TO 5UBMIT 5HOP DR,�WINGS
TO ARCHITECT PRIOR TO FABRICATION)
2, COORDINATE STAIR FIN15H WITH OWNER PRIOR TO
FABRICATION TO A55UFE PROPER FIN15H RISER HEIGHT.
3. CONCRETE 5LA5 (SEE 5TRUCTURAL DRAWINGS)
4. CONCRETE BEAM (SEE 5TRUCTURAL DRAWINGS)
5. RAILING WITH RAILS TO REJECT A 4" DIAMEI ER OBJECT.
C. ATTACHMENT AS PER 5TAIR SHOP DRAWINGS
7. HANDR AIL (SEE DETAIL AT THIS SHEET)
t5. 30" X 48" WHEEL CHAIR AREA OF REFUGE SPACE. PROVIDE
BUILDING 51GNAGE " AREA OF REFUGE " IN ACCORDANCE W/
FFPC 7.2.1 2.3.5.1 ,PROVIDE 2 WAY COMMUNICATION
SYSTEM IN ACCORDANCE WITH.
9, APPROVED 5TAIR DESCENT DEVICE AS PER FFPC SECTION
7.2.12.2.3.
10. PROVIDE TWO WAY COMMUNICATION SYSTEM.
1 3/4" 5CH. 10 PIPE
TOP CAP
ATTACH TOP CAP WITH
55T # 10 TER- 5CREW5
APPROX. 1 -G" O.C.
1/2" O.C. HANDRAIL
HANDRAIL BRACKET TO
MATCH RAIL MATERIAL
3/4" 5QUARE PICKERS
x 0.G2 WALL, SPACED
REJECT A 4" 5PHEKE
MECHANICALLY FASTENED
1 112" x 3/4" BOTTOM
CHANNEL
MOUNT POST5 IN NON METALIC
NON- 5HRINKING
QUICK SETTING GROUT
IN PRE - SLEEVED OPENING
5TAIR RAILING F05T W/ HANDRAIL
1 11211 = I —0
FLOOR PLAN LEGEND
(5" CMU WALL
I HR RATED CMU WALL
I HR FIRE RATED PARTITION
ELEVATION SECTION
HANDRAIL WALL BRACKET
N.T.S.
NOTE:
I REEER TO STRUCTURAL DWG5, FOR 5TAIR 5LAB THICKNESS t 5TRUCT. 5TEEL
REINFORCEMENT.
2 ALL 5TAIR N051NG5 SHALL HAVE A NON -5LIP SURFACE
5TAIR TREAD AND RI5EK DETAIL N .T.5 .
11411 _ 1 1 -011
WALL
� LJT
3 /b" D
=xrAN
C.ORR
�E515�
',IETAL
2" DIA
�5CREV
SECOND FLOC
12' -9"
FIRST FLOOR
0' -0"
I
I
i
40
N OTE5 :
PI PIE TO CAP
I
I 1 /2"
1. MATERIAL: ALUM, 0000
- 0"
MIN.
5ERIE5, GRADE T5 OR TG
4
4'-
U
7
2. FABRICATION: ALL EA5TFNED
I I TR
ADS @
I I " E.A
5Y5TEM EXCEPT GRIP AT INT.
}�
4' -0 "LANDING 1 1 9TREA 5
@I I "EA
5TAIR RAILS.
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2 0' - 6 61/64"
4' -01
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3. FINISH: BALCONY RAIL AND
7
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5TAIR RAIL TO BE PATINA
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GREEN COLOR
0Q
1
1
SECTION
4, INSTALLATION: CORE DRILL
= = = =r
1
3 112'— HOLES x 3 112" x 3 112" x 4"
5TAIR I L
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O
5TYROFOAM 5LEEVFS ON WOOD
I 1/4' 5CH. 40
I I i I
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BRACKETS LOCATED A5 RFQ,
PIPE TO CAP.
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IN AREAS WITH P05T TEN51ON
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11 1� 1� 114 1115 1�6 17
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CADLE5
5. RAILING DE51GN TO MATCH
TAMPICO t MON1 ERREY
10
n 2 T
__ - - -------- - - - --,
I
0- 9" LANDING j i
r, ALL RAILINGS MUST MAINTAIN
A CON515TENT HEIGHT, FROM
GN�NG
QP
1
TOP OF
OUT NE BLOOD GLAB,
G���G'��
�� o ELEVATION
REGARLF55 THAT MAY BE INSTALLED
3
BY A UNIT OWNER AT A LATER DATE.
STAIR I 5
5TAIR HANDRAIL
(WALL MOUNTED)
N.T.5.
311 = 1 1 -011
K lrISIR 11- I„
, 111 T 11P AI TPFAr -)
ADS @
NOTE:
I REEER TO STRUCTURAL DWG5, FOR 5TAIR 5LAB THICKNESS t 5TRUCT. 5TEEL
REINFORCEMENT.
2 ALL 5TAIR N051NG5 SHALL HAVE A NON -5LIP SURFACE
5TAIR TREAD AND RI5EK DETAIL N .T.5 .
11411 _ 1 1 -011
WALL
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=xrAN
C.ORR
�E515�
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SECOND FLOC
12' -9"
FIRST FLOOR
0' -0"
I
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i
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Y
— -- -------- -- -- ------ --
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4
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7
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n 5TAIR 2 FI R5T FLOOR PLAN 1 5TAIR I FI R5T FLOOR PLAN
5TAIR 2 SECOND FLOOR PLAN
112" = 1' -0"
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5TAIR I SECOND FLOOR PLAN
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DIN
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13
14
15
16
17
15
19
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5TAIR I SECOND FLOOR PLAN
1/2" = 1'-0"
REVISIONS BY
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3 STAIR I SECTION
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