Plans Stairs 2231 Seminole 2012 EXISTING GUARDRAIL
c
4" MAX. M
AND DECK TO REIN
Z
SPACING Q r--'
O
U
Q Z3 z
o
IL- Q v)
2x4 P.T
SYP #2 HANDRAIL Lu Z 00
00
Q o
2x4 P.T SYP #2 Z -jo
HANDRAIL
SUPPORT - FASTEN DECK BEAMS � N
Lu
0 TO CMU w HU410 N
z Z [-
- w 18 —
M
�- Z
/4 /
„ 3
m ¢
x2 U ¢ N
_ TI ' TIT EN N
X 4 ,
� ' EXISTING CMU 1 a: V
vSCREEN WALL 2x12 P.T 'SYP#2 a o ° n
TO REMAIN EDGE STAIR STRINGERS n °
11 Q = Z--lT x
- _ (2)5/8"0 GALV. THRU BOLTS
(di L ��,- AT PO TTOI DOUBLE
Of S'TRIN ER CONNECTOR
W
w
U
211x4 P.T SYPH#2 j
DIAGONAL BRACING � z `o '-
w 4„ MAX. vel/3-1,2d EA,,. END a z o � � v
FASTEN DECK BEAMS `` SPACING o C
T0 CMU w HU410 l
SLn
AO Q' vN � M
w�/ 18 4 4 W � V A c rq
- Y"x23/" TITEN
7. FV- A A M
4'x4 P T SYP# w' 2 POST O o a� < v
�-+ -4--+ b O u, trf
(2)2x6 P.T SYP#2 N,OTCH',ED FOR ONE PLY C= a 0
II
_r-- +1 - TREADS (TYPICAL) O''F ED E STINGER � W SEE DTAIL QN S1 .2 O
O n� o
C,
M
N
U - 2x12 P.T SYP#2 LANVING A �' O
jy ,�., V
ch� LL-
GRADE
14x4 P.T - -
- SYP 2 POST
- -I
1 '- -
0 �x26 DEEP
i
I
t� (2)2x12 P.T SYP#2 CONCRETE FOOTING W/ "a+++"1°"""" ° f,
STAIR STRINGERS 1 1 1 -#4 EACH WAY. DRILLED _�'�' P4 d1
1 THROUGH POST ,; � G�NSiE
L J L J
P
STAIR SECTION • �`
PROPOSEDSTAIR Z
JUL 0 2 2012
SCALE: 1/2"=F-0"
IJ
C O
z '
Z z w �Q ~ v ,
U
w
LL-
0 p o
Q moi- � � N =' w � w Q liL O E--
U � Q — F— w z cn w � Li V)
w z � owm � wm J >- Q w _� wQ xZ O z
z — m W 0 0 N LU Z 00
2 Z Q � Q N N w Q w z D Q U ~
z O w N z z W Q m F W � z � m w W W Z z 0 } O U N
wUm � 0 � _ n c� cn � m w m WU O
U z El- 0 a- z z n cn z Q > Q O E S Q Z
X N — >- W � J LL- Q N - w Q UO w X00 D
WZ N � ~ � UW f— Q = N (nw I— Q. ~ < z LL� O U Q �LLJW W ,. . C� N
OD mw
=- C:) � 0 � O m � � �, w0 O J WZ z C-D z a N
W J Q C W z Z w Q Z z_ z w �_ J > LLJ Z_ M ~ a
Z � Nf- 0 x0Ll- W xQW m — W xQ_ xQ m XQ Z W U >- ZW M Q Z
� m cnw tz0Un U1 U NwQ w w QmUON U Q N
J � :ii � < V
O v
ZCn mLLJ W Qd
� Z o � w � z d o 0
D
Qz z o C)- Z 0 —
� Q o
U ~ w o � w0Ow
Un O U wm — =
o ,w z ~ ccnU
LL- O f— wQ � L-
II < � 0 - cn wwm0
C� = <
< � Ln
zU w W z ~
w owow v
zo z w 0 ~ gym� �
z w O U �. ti
--- w
Ln
Al
x -- x W U � a � 0 � N ON LLJ -jM
O um -i Q cn `n ' ti N u
w w ..�
I III I I I I ' II z � Qcn
zit
_ O LL. v)
�
W F-
W
7-
7-- X _
—
u. �w0 0 'jo0
OddON '.
U I cn U O
O r
it W W Z Z U � � w n1ndNQ
mO U U Qcnw = � C14 �
I Q —
I I I W
_ — L
F
U w
T CJ..
- � rn m F-
I
W CC cn
------ - - --------------
_ x1_ ---- \ � z LL]CK < Ow— zz
D O = Q
(SN�1SIX] H31bW) kHI�]A M11A -- o w ~ w O o cn
Uz �� = o
z
m
ONIGNV� �JIb1S —
� cn —iU � Qw —
+„0—,� cnz w z zcn � w
o z o �- > >
J Z z Q W Ou°m a uuaaa:a �9
J — — Q w W W U° P N Th °fA
s
zZ Q LLJ LTJ o O�� a ♦♦
cn � o 0
X U i o s LIJ
w cn I ° y A G
r=a
FL OVk ♦ V\�
Si0 .•°°
'°°°1tj°0d°J°juaneemn►�ecoo°°°°
v
� N
z •
o �~
V)
r) V
Q D z
Lu Z 00
JOIST HANGER N
,AT TOP TYP. V
Z o
A WOOD STAIR IS CONSTRUCTED OF THE FOLLOWINGELEMENTS: ..� --j
u..1
N
ROUGH STRINGERS ARE THE PRINCIPAL INCLINED W
,—-—'BEAMS SUPPORTING THE TREADS AND RISERS OF A FLIGHT OF V) ry
STAIRS. THE NUMBER AND SPACING OF ROUGH STRINGERS REQUIRED Z E—
FOR A STAIR WAY DEPEND ON THE SPANNING CAPABILITY OF M7
8-12d TOE THE TREAD MATERIAL. SEE PLAN FOR NUMBER. Q z N U Z (V
NAILS TYP. c V
w 0
z
(3)2x12 SYP#2 TREADS ARE THE FOOTWAYS THAT SPAN THE DISTANCE BETWEEN m o 0
FASTEN TO EA. STRINGERS TYP. THE SUPPORTING CARRIAGES. SEE PLAN FOR DESIGNATION.
WALL STUD w/ RISERS ARE THE VERTICAL BOARDS THAT CLOSE OFF THE STAIR
5-12d TYP. SPACE AND HELP MAKE THE CONSTRUCTION RIGID; SOME STAIRS
NOTCH STRINGER & HAVE NO RISERS.
TOE NAIL w/4-12d TYP.
(2)5/8"0 GALV. THRU
BOLTS AT POST SEE 9.04-9.05 F.B.C.
TO DOUBLE FOR HANDRAIL REQU.
STRINGER
CONNECTOR v
O,
2x12 @ 16" O.C.
PLATFORM FRAMING. / (2)2x6 P.T SYP#2 CEJ > m N u
/ \ TREADS (TYPICAL) Q -2 X
r--' 4-02 o u vUi
I
I I a m °; " °O �r
R -dc,
2x4 @ 16" O.C. 1 j (2)2x12 P.T SYP#2 "—' p o00
\ EDGE STAIR STRINGERS
PONY WALL. -- -----_- / L�, �,, � N
O X N V
(2) Y4"Ox5" GALV. V) b
T �� �� WOOD SCREWS IN PRE— p `J)
DRILLED HOLES (TYP.) Q
I �
T (1) — 2x12 PT \�� �� 4X4 NOTCHED
SYP#2 STAIR POSTS
KICK PLATE ANCHOR'S AND STRINGER AT
ABSORBS THE THRUST OF AfN CENTER OF STAIR �,a"4�ge'aut.s;=;k`1g'rrr
INCLINED STAIR CARRIAGE. 2x4 P.T SYP#2 ®ik� ®INTi", frr,
FASTEN TO SLAB w/(2)0.14��� DIAGONAL BRACINGt,,°``e%�,�..••••••. 0
POWDER ACTUATED PINS AD J• w/3-12d EA. ENW C GAN E •.��
TO EA. STRINGER. J v 3.0
• _\0. •
1 TYPICAL WOOD STAIR DETAILS 4bF w
S1.2 SCALE: N.T.S ��* ••a•.• 5 �� ,�4; ���
JUL 0 2 2012 -.,, ,o •.•, «o`• .�a• y ,