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A3-21
#3 NOSING BAR TYP.
-
- 4'' SLAB ON GRADEREINFORCED
WITH #4 @ 18"
O.0 .E.W OVER 6''
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PROVIDE 2" DIA. x 6' -
SLEEVE FOR
HANDRAIL D-TAIL
3/A2-11 ,SIM
- 2'-6" x 1'0" x CONT. STRIP
FOOTING W/(3) #5 CONT.
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- PROVIDE 2" DIA. x 6"
SLEEVE FOR
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TOPS OF WALLS TO
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TRANSVERSE
CONT. AND #5 @ 24"
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OSTAIR CROSS
SECTION
1/2" = 1'-0"
-
— - - -- - - - — -
--
N
0
7/2/2019 3:03.04 PM
I-RST_ FLOOR
100, - 0" P,
T O.F.
- 92' - 4'
1/8'' WIDE x d/4 DEEP (MIN ) -
SAW CUT W/ JOINT FILLER
NDUCED CRACK
w
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TYPICAL CONTROL JOINT SPACINCT DEPTH
REINFORCED PREFERRED JOINT
SLAB DEPTH SPACING IMIN
-- - --
4" 8 TO 12'
5 0' T O 15' - 5',
— —
-
6" 2' TO 18' S'
> " 14 TO 21' 5
7
B - - 16 TO 24'
- - - -
REFER TO CONTROL JOINT PLACE
FOR ADDITIONAL CONTROL JOINION
OTYPICAL CONTROL JETAIL
1" 1'-0" -
JOINT FILLER CONCRETE SLAB, REFER TO
DOWEL REFER TO TABLE - STRUCTURAL DOCUMENTS
BELOW FOR SIZE AND SPACING FOR THICKNESS AND
REINFORCING
6" MINIMUM THICKENED
SLAB EDGE AT JOINT
DOWEL SIZE AND SPACTRUCTION JOINTS
DOWEL DIME DOWEL SPACING
(CENTER -TO -CENTER)
SLAB DEPTH ROUND SQUI ROUND SQUARE PLATE
5" TO 6 3/4 0 x 10" 3/4" r DOWEL
2" 14 18„
-
7"TO8 1 Ox13'' "x
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RECOMMENDE1 PLATE DO EL SIZE
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REFER TO DETAIL
PROVIDE 2" DIA x &' 2/A2-11
SLEEVE FOR GAURDRAIL ,
AND INFILL WITH EPDXY
GROUTAFTER
INSTALLATION
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110
= JI 1111
2,-6, x 1' 0 x CONT
STRIP FOOTING W/(3) #5
CONT. AND #5 @ 24,r `
TRANSVERSE
- 1/2" EXPANSION
JOINT MATERIAL
AND SEALANT
4" SLAB ON GRADE
REINFORCED WITH #4 @ 18^
O.0 E,W OVER 6"
COMPACTED GRANULAR
SUBGRADE
- #4 @ 24" (2' EACH
LEG)
12" WALL
REINFORCED WITH
#4@12" E F. E.W.
- T.O.F. `
92'_4„
x 1'-0" x CONT.
STRIP FOOTING W/(3)
PLANTER SECTION 24 co ANNT. VERSE
2 24' TRANSVERSE
112" = 11-01, _
WALL REINFORCING
jrI ,1
HORIZONTAL BARS
11 IILDEN
WALL REINFORCING
VERTICAL BARS
11 �III
it `illlj WALL
IIN JOINT
CORNER BARS SAME
1ITHIN 5'-
nll b lylj
SIZE AND SPACING AS
NTAL W/
)III-', IIII
STANDARD 90 DHORIZOEG HOOK
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it
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(4) VERTICAL BARS
AT --
CORNERS
Ld
OCORNER REINFORCING
3/4 11= 1'-0" -
DETAIL
CC',�PETE FOOTING REFER TO PLAN AND
SC-_DULE FOR SIZE AND REINFORCING
RE=-R TO PLANS FOR STEP LOCATIONS AND
NSIONS. STEPPED/SLOPED FOOTINGS
SF- L BE CAST AS A SINGLE UNIT
2A (MINIMUM) w
---- _=�—
RE'•FORCE _B Q
FO-TING STEPS _
o e
3, WI SAME a
MIN. I 3„ RE',FORCEMENT Lu
MIN. S2 AND SPACING ~
AS=DOTING
I
I a
(
t �
LAP z i
REFER TO STRUCTURAL
NOTES FOR REINFORCING
41
STEEL LAP LENGTH OPTIONAL S- -�E
OSTEPPED FOOTING DETAIL
3/4" = v_o-,
THIS DOCUMENT IS THE PROPERTY OF I _ S GROUP,
INC. AND MAY NOT BE USED. COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT.
PROJECT
WATERLOO
PUBLIC LIBRARY
EXTERIOR STAIR
RENOVATION
WATERLOO
IOWA
REVISION SCHEDULE
DATE
DESCRIPTION - -BY
PROJECT NO.
19-22713
FILE NAM— E-------___
DRAWN B
Psi ----
_--
DESIGNED BY
Psi BWP -_--
REVIEWED BY
'ISSUE
PSJ. BWP-------
ORIGINAL DAT_E
7/08/19 —_----
CLIENT PROJECT NO
TITLE
WALL SECTIONS
SHEET --��
Q3.21