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LL
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13/4" SCH. I 0 PIPE
TOP CAP
ATTACH TOP CAP WITI-I
SST # I O TEK- SCREWS.
APPROX. I -G" O.C.
I12" O.C. HANDRAIL
HANDRAIL BRACKET TO
MATCH RAIL MATERIAL
3/4" SQUARE PICKETS
x 0.62 WALL, SPACED
REJECT A 4" SPHERE
MECHANICALLY FASTFNFD
/2" x 314" BOTTOM
CHANNEL
MOUNT POSTS IN NON MfTALIC
NON - SHRINKING
QUICK SETTING GROUT
IN PRE - SLEEVED OPENING
5TAIR RAILING P05T W/ HANDRAIL
1 11211 1 1_011
NOTES:
I . MATERIAL: ALUM. 6000
BERRIES. GRADE T5 OR, T%
2. FABRICATION: ALL FASTENED
`,Y`,-FFM EXCFPT GRIT AT TNT.
`)TAIR RAILS.
3. FINISH: DALCONY RAIL AND
`_STAIR RAIL TO BE PATINA
GRI -FN COLOR
4. 1HSTALLATIOH: CORE DRILL
3 1/2"— HOLE`- x 3 1/2" x 3 1/2" x 4"
STYROFOAM SLEEVES ON WOOD
BRACKETS LOCATED AS REC).
IN AREAS WITH POST TEN510H
CABLES
5, RAILING DESIGN TO MATCH
TAMFICO T MONT ERRFY
6. ALL RAILINGS MUST MAINTAIN
A CO ISISTENI� NEIGH "I , PROM
TOF OF CONCKFTE FLOOR SLAB,
THIKOUGH OUT THE BUILDING
KEGARLE55 THAT MAY BE INSTALLED
BY A UNIT- OvNHER AT A LATER DATE.
1 /4' SCH. 40
PIPE TO CAP,
(D
zU
�z
O�
=t
U)
/4' SCH.
PIPE: -1 -0 CAP
PCJL
0, .
MIN.
U I .
i
0
a
a
SECTION
ELEVATION
STAR HANDRAIL (WALL MOUNTED) N.T.5.
311 _ I I_OII
i i"-rvPi (-'Ai TPFAr)
I\JO-rF-:
I RLFFR TO `5T- RUCTURAL DWGS. FOR STAIR SLAB THICKNESS T STRUCT. STEEL
REIrIFOrcFME�rr.
2 ALL STAIR NOSINGS SHALL HAVE A NOfJ -SLIP SURFACE
i " r_1 r") Ai i inn
STAIR REQUIREMENTS
SCREW SLOT
ELEVATION SECTION
HANDRAIL WALL BRACKET N.T.S.
1 /4II _ I 1_011
STAIR KEY NOTES:
3' -0" NIGH SAFEGUARD TO MET CODE REOUIREP
AS SPECIFIED AT THIS SHEET.(MANUFACTURFR
SUBMIT 51-'I0P DRAWINGS TO ARCHITECT PP,IC)R
FABRICATION)
2. COORDINATE 5TAIR FINISH WITH OWNER PRIOR
FABRICATION TO ASSURE PROPEL FINISH R.15ER
HEIGHT.
3. CONCRETE SLAB (SEE STRUCTURAL DF,AU /INGS)
4. CONCRETE BEAM (SEE STRUCTURAL DRAWINGS;
5. RAILING WITH PICKETS TO REJECT A 4" DIAMETE
OBJECT.
G. ATTACHMENT AS PFK STAIR SHOP DRAWINGS
'7. I-IANDRAIL (SEE DETAIL AT THIS SHEET)
g CMU WALL
HK FIRE RATED CEILING AND I HR RATED CMU WALL
I HR RATED PARTITION WALL
cy
Q)
CV
D
II
c ti
C9
cd�
w
CV (V
2
3�
m
4 0�
u�
�o
c>
d
LW
0
S
4 5TAIR 2 I=LOOR PLAN
A y
1/211 = 1 —0
14 �
22
21
20
/
/
/
1 a
/
/
/
/
/
/
/
'22 R @ 0'- 6 61/64" �i l
SECOND FLOOR
1 2�9"
FIRST FLOOR
o' - o"
1 5TAIR I EIK5T FLOOR PLAN
A -y
1121l = I -0"
I
SAFEGUARDS AND RAILINGS SHALL BE DESIGNED AS PER
13
"FBC; 2007, BUILDING" SEC. I G I (5.4.G AND "ED(,' 201 O,
WALL LINE
RESIDENTIAL" SEC. R4403,7.3.G
SHEETS
RAILINGS, STAIR-RAILING5 AND OTHER, SIMILAR SAFEGUAP.D5
SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER,
LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200
POUNDS (GDO N) APPLIED IN ANY DIRECTION AT THE TOP
OF SUCH BAP.RJER.5 AT ANY LOCATION ON THE SAFEGUARD,
WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES. THE REACTIONS AND STRESSES CAUSED BY THE
ABOVE RFFERENCED UNIFORM AND CONCINTRATED LOADS
SHALL BE CONSIDERED NOT BE ACTING 51MULTANEOIJSLY.
,I u -r
0
3 /8" DIA.
STAIR MANUFACTURER TO PROVIDE SHOP DWG'S
XPAHSION BOLT
AND PRODUCT APPROVALS WITH ATTACHMENT
COPIR051VE
DETAIL. STAIR SHOP DWG'S WILL PREVAIL OVEP.
�.LSISTAHT
AR(_,'HITEC"rUP,AL DWG'S.
✓IETAL)
—
�" DIA. I 15' PLATE
co
I
FLOOR PLAN LEGEND
SCREW SLOT
ELEVATION SECTION
HANDRAIL WALL BRACKET N.T.S.
1 /4II _ I 1_011
STAIR KEY NOTES:
3' -0" NIGH SAFEGUARD TO MET CODE REOUIREP
AS SPECIFIED AT THIS SHEET.(MANUFACTURFR
SUBMIT 51-'I0P DRAWINGS TO ARCHITECT PP,IC)R
FABRICATION)
2. COORDINATE 5TAIR FINISH WITH OWNER PRIOR
FABRICATION TO ASSURE PROPEL FINISH R.15ER
HEIGHT.
3. CONCRETE SLAB (SEE STRUCTURAL DF,AU /INGS)
4. CONCRETE BEAM (SEE STRUCTURAL DRAWINGS;
5. RAILING WITH PICKETS TO REJECT A 4" DIAMETE
OBJECT.
G. ATTACHMENT AS PFK STAIR SHOP DRAWINGS
'7. I-IANDRAIL (SEE DETAIL AT THIS SHEET)
g CMU WALL
HK FIRE RATED CEILING AND I HR RATED CMU WALL
I HR RATED PARTITION WALL
cy
Q)
CV
D
II
c ti
C9
cd�
w
CV (V
2
3�
m
4 0�
u�
�o
c>
d
LW
0
S
4 5TAIR 2 I=LOOR PLAN
A y
1/211 = 1 —0
14 �
22
21
20
/
/
/
1 a
/
/
/
/
/
/
/
'22 R @ 0'- 6 61/64" �i l
SECOND FLOOR
1 2�9"
FIRST FLOOR
o' - o"
1 5TAIR I EIK5T FLOOR PLAN
A -y
1121l = I -0"
I
DATE 03/ 19/
13
Boa 1302
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112" — 1' 0I'
1/2" = 1' -0"
SECOND FLOOR
12' -9"
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DATE 03/ 19/
13
Boa 1302
SHEET —
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RAUL R. SOTOLONGO • AR -77'1?
JENNIFER MALLON SALMAN • AR -17181