HomeMy WebLinkAboutS305TREADS ® 11"
REFER TO ARCHITECTURAL
FOR OVERALL STAIR CAST -IN ABRASIVE NOSING., HOLD 3"
DIMENSIONS AND LAYOUT FROM ENDS OF TREADS (TYP.)
#4 REBAR AT EACH TOE ----\
1 /2" RADIUS (TYP.)
M
>< 1/2"
TYP.
W
CONCRETE EXP. JT.
SLAB �y
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occ #4 REBAR AT 16" O.C.
EACH WAY (TYP.)
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IL 3
1'-4"
4" CONCRETE SLAB -
REINFORCED WITH 6x6
W1.4xW1.4 W.W.F.
�
APPROVED STRUCTURAL
FILL
8" CONCRETE WALL W/ #5
REBAR AT 18" O.C. EACH
WAY (TYP.)
DOWELS TO MATCH SIZE AND
SPACING OF VERTICAL BARS,
TERMINATE BAR INTO FOOTING
WITH ACI STD. 90' HOOK
W,
8
1'-4"
2x6 WOOD STUDS AT
$ INTERIOR CONCRETE STAIR SECTION
16" O.C.
S305 SCALE: 3/4"=1'-O"
2x6 CONT. SILL PLATE,
EXISTING WALL FRAMING
ATTACH PER SHEAR WALL
TO REMAIN
SCHEDULE
EXISTING CONCRETE SLAB
2" RIGID INSULATION
TO REMAIN
FINISH PER ARCH.
100.00' (0--0" F.F.)
2x6 WOOD STUDS AT
EXST. FINISH FL00
16" O.C.
SKATING RINK WALL BY
a
2x6 CONT. SILL PLATE,
0
OTHERS
2" RIGID INSULATION
ATTACH PER SHEAR WALL
SCHEDULE
THICKENED SLAB AT
o 0 o
C
FINISH PER ARCH.
PIPE CHASE, SEE ICE
O�O�C
SEE FOUNDATION PLAN FOR
RINK DRAWINGS FOR
THICKENED SLAB AT
SLAB SPECIFICATIONS
INFORMATION
°
8" CONCRETE STEM WALL
PIPE CHASE, SEE ICE
98.00' (4'-0" B.F.F.)
98.00' (0'-0" F.F�
W/ #5 HORIZ. REBAR
CONT. AT 18" O.C.
RINK DRAWINGS FOR
- - �
H. RM. FLOOR
HEAVY-DUTY TRENCH DRAIN
INFORMATION
WITH REMOVABLE GRATING
EXST. FINISH FLOOR
EXISTING CONCRETE
12" TYP
°
FOUNDATION TO REMAIN,
°
° ° ° ° ° ° °
°° °
o °
3/4" EXPANSION MAT'L
EACH SIDE
°
CUT BACK AS REQUIRED
AT NEW CONCRETE WALL
a ° ° ° ° °
a °
° , _
6" GRANULAR FILL
SEE FOUNDATION PLAN FOR
°
N
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°
`�' ° °� a °
SLAB SPECIFICATIONS
a°
jo
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8" CONCRETE STEM WALL
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! #5 REBAR CONT. AT
° °
°
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° ° a
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18W/
O.C.
°
'
1 " EXPANSION JOINT
°
/ °
s + - 4 -0
1 " EXPANSION JOINTLLj
-
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#5 VERTICAL DOWELS
s w
#5 VERTICAL DOWELS
#4 STIRRUPS AS SHOWN
°
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o
AT 32" O.C. W/ STD
Q
2"O.C.W/ STD
° AT 3 OC
AT 24" O.C.
�
LT—T T
ACI 90 HOOK
°
° ACI 90' HOOK
-
a
CONT. FOOTING W/
CONT. FOOTING W/
a
�
204
°
�a (2) #5 REBAR CONT.
°
0,11
(2) #5 REBAR CONT.
30 BELOW GRADE MIN. °
°
30" BELOW GRADE MIN.
- - -
a
CONCRETE UNDERPINNING
- - -
BOTTOM OF FOOTING
(4) #5 CONT. REBAR AS SHOWN
BOTTOM OF FOOTING
°a
2'-0
1'-6" 12" MIN.
TO DEPTH OF NEW
M
FOUNDATIONS
`PIPE
CHASE AT EXISTING
BUILDING
PIPE CHASE AT MECHANICAL ROOM
(It TRENCH
DRAIN
DETAIL
SCALE: 3/4"=1'-O"
WOOD STUD WALL BEYOND GARAGE CUT
Y2" DIA. x 2'-0" DOWELS AT 12" 0.(
(3 MIN.) PLACED LEVEL AND SQUARE
EXT. CONCRETE SLAB WITH JOINT, GREASE ONE END
SEE FOUNDATION_ PLAN
SLOPE 1/4" / FT 8" M N TOP OF SLAB
CONTINUE STEMWALL REINF.
THROUGH OPENING SEE FOUNDATION PLAN FOR
SLAB SPECIFICATIONS
2" RIGID INSULATION, °
EXTEND 2'-0" BEYOND 6" MIN. COMPACTED
EACH SIDE OF OPENING GRANULAR FILL
10" CONCRETE WALL ° CONTINUOUS CONCRETE
REINFORCED WITH (2) #5 FOOTING AS SHOWN W/
HORIZ. REBAR CONT. s (2) #5 CONT.
O
�30" MIN. BELOW GRADE M,
`r BOTTOM OF FOOTING
2'-0"
SCALE: 3/4"=1'-O"
STONE CAP, SEE ARCH.
STONE VENEER, SEE ARCH.
0
I
WOOD STUD WALL BEYOND
Y2" DIA. x 2'-0" DOWELS AT 12" O.C.
(3 MIN.) PLACED LEVEL AND SQUARE
EXT. CONCRETE SLAB
WITH JOINT, GREASE ONE END
SLOPE 1/4" / FT
SEE FOUNDATION PLAN
TOP OF SLAB
00
APPROXIMATE GRAD
�
o °c �cooco o
c �o
° °
CONTINUE STEMWALL REINF.
� ��� �-�
4" CMU INFILL BELOW
THROUGH OPENING
SEE FOUNDATION PLAN FOR SLAB
GRADE
SPECIFICATIONS
2" RIGID INSULATION,
1
EXTEND 2'-0" BEYOND
6 MIN. COMPACTED GRANULAR
CONTINUOUS CONCRETE
EACH SIDE OF OPENING
FILL
FOOTING AS SHOWN
10" CONCRETE WALL
CONTINUOUS CONCRETE
#6 REBAR AT 10" O.C.
REINFORCED WITH (2) #5
FOOTING AS SHOWN W/
TOP AND BOTTOM
HORIZ. REBAR CONT.
- (2) #5 CONT.
30" MIN. BELOW GRADE _ Y, � °
�BOTTOM
36" MIN. BELOW GRADE
-
OF FOOTING
OF FOOTINGBOTTOM
2'-0"
z "
to (V
2'
a
• 2n
a CLR.
SCALE: N.T.S.
APPROXIMATE GRADE
10" CONCRETE WALL REINFORCED
WITH #6 VERTICAL REBAR AT 16"
O.C. AND #5 HORIZ. REBAR AT
16" O.C.
1 Y2" PVC WEEP HOLES AT 3'-0" O.C.
WITH 12"x12"x12" STONE BACKER
WRAPPED IN LANDSCAPE FABRIC
VERTICAL DOWELS TO MATCH SIZE
AND SPACING OF VERTICAL REBAR,
LAP WITH WALL REINFORCEMENT PER
LAP SCHEDULE AND EXTEND INTO
FOOTING WITH 90' HOOK (9" LEG)
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STEEL PIPE FILLED WITH
GROUT AND PAINTED
SAFETY YELLOW
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100.00' (0--0" F.F.)
TOP OF SLAB
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DISCLAIMER:
This is an original design, created by KJG Architecture, Inc. The
concepts, ideas, plans and details are the sole property of KJG
Architecture, Inc. None of the aforementioned shall be used by or
disclosed to any person, firm or organization for any purpose
without the prior written permission of KJG Architecture, Inc.
PROFESSIONAL SEAL:
PROJECT DATE:
09/14/2018
No. DESCRIPTION: DRAWN DATE
BY: ISSUED:
PROJECT NUMBER: DRAWN BY:
A2018.078 DWP
DRAWING TITLE:
FOUNDATION
DETAILS
SHEET NUMBER:
RELEASED FOR CONSTRUCTION
Subjeut to compliance with alll redulh46uns
of State and local Eod�s
DATE:: 11 /26/18
William Hohlt
ZAMBONI GARAGE DOOR OPENING
SCALE: 3/4"=1 '-O"
MAN DOOR OPENING
SCALE: 3/4"=1 '-O"
RETAINING WALL AT ZAMBONI GARAGE
SCALE: 3/4"=1'-O"
STEEL PIPE BOLLARD DETAIL
S305 SCALE:3/4"=1'-O"