JB201133.0029.Reinforcing Steel Observations.2020-12-09.Rpt.0029REINFORCING STEEL OBSERVATIONS REPORT
Report Number:JB201133.0029
Service Date:12/09/20 30 Corporate Cir Ste 201
Report Date:12/10/20 Albany, NY 12203-5169
518-266-0310
Client Project
Rosetti Acquisitions LLC Fowler Square SI and CMT
Attn: Christopher Falvey Bay Road and Blind Rock Road
427 New Karner Rd Queensbury, NY 12804
Albany, NY 12205
Project Number: JB201133
Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project
specifications and/or client request(s).
Dente Group - A Terracon Co. Rep.: Moung Kee
Reported To:Bobby w/ BBL and Dylan w/ Galusha
Contractor:
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher
Falvey
(1) 260 Structural Engineering, Dan
Thomas(1) BBL Construction Services, Eric
Weatherwax
(1) BBL Construction Services, Ryan Etue Reviewed By:____________________________________
(1) BBL Construction Services, Scott
Lounsbury
(1) Galusha & Sons LLC, Drew Stevens M. McHenry
(1) Galusha & Sons LLC, James
Campagnone
Materials Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001, 10-16-13, Rev.10 Page 1 of 1
☒ SPREAD FOUNDATION ☐ GRADE BEAM
☒ FOUNDATION WALL ☐ STRUCTURAL SLAB
☐ CLASSIFICATION ☐ OTHER
REFERENCE DRAWINGS:S-1, S-2, S-3 section A, B, F
LOCATION: South and North Foundation wall and footings – See attached Plan
☒ PROPER BAR SIZE
☒ PROPER GRADE STEEL
☒ PROPER BAR SPACING
☒ PROPER BAR CLEARANCE
☒ PROPER SPLICES
☒ CONFORMS TO DRAWING
☐ DOES NOT CONFORM
☐ REMARKS
DRAWING TITLE
DWG. NUMBER:
260 JOB NO.: 260-2024NO.DESCRIPTIONREVISIONSS-1
Foundation / First
Floor Plan - SouthDATE10/23/2020-302 Washington Ave. Ext.Albany, New York 12203518-452-8200 fax 518-452-2898BBLConstruServicesction3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYNOTE: IT IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION DEPARTMENT
LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED
ENGINEER, TO ALTER AN ITEM
AS INDICATED ON DRAWINGS,
IN ANY WAY.
Foundation / First Floor Plan - South
Scale: 1/8" = 1'-0"MatchlineKey Plan NIssued For Permit11/10/20201General Revisions11/13/20202Added Shear WallsUnreinforcd
5- #4 bars each way bottom
3'-0" x 3'-0" x 1'-0" thick
4'-6" x 4'-6" x 1'-0" thick
Type
Footing Schedule
Size Reinforcing
4- #5 bars each way bottom5'-0" x 5'-0" x 1'-1" thick
5- #5 bars each way bottom5'-6" x 5'-6" x 1'-2" thick
6- #5 bars each way bottom6'-0" x 6'-0" x 1'-3" thick
7- #5 bars each way bottom6'-6" x 6'-6" x 1'-4" thick
8- #5 bars each way bottom7'-0" x 7'-0" x 1'-5" thick
6- #6 bars each way bottom7'-6" x 7'-6" x 1'-6" thick
7- #6 bars each way bottom8'-0" x 8'-0" x 1'-7" thick
8- #6 bars each way bottom8'-6" x 8'-6" x 1'-9" thick
9- #6 bars each way bottom9'-0" x 9'-0" x 1'-10" thick
10- #6 bars each way bottom9'-6" x 9'-6" x 1'-11" thick
8- #7 bars each way bottom10'-0" x 10'-0" x 2'-0" thick
9- #7 bars each way bottom10'-6" x 10'-6" x 2'-1" thick
10- #7 bars each way bottom11'-0" x 11'-0" x 2'-2" thick
11- #7 bars each way bottom11'-6" x 11'-6" x 2'-3" thick
(3,000 PSF Bearing Pressure)
F45
F30
F50
F55
F60
F65
F70
F75
F80
F85
F90
F95
F100
F105
F110
F115
72'-4"
8'-0"14'-0"28'-4"14'-0"8'-0"
329'-8"
25'-8"26'-4"25'-8"26'-4"12'-6"16'-0"16'-4"34'-10"
24'-0"13'-10"16'-6"30'-0"25'-8"12'-10"60'-8"12'-10"25'-8"126'-4"3'-0"3'-0"45'-10"25'-8"20'-0"14'-4"10'-6"4'-0"6'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-0"
3'-0"
3'-0"
2'-0"
4'-0"
2'-6" footing
8" wall
11"
2'-6" footing
8" wall
2" shelf
11"2'-6" footing8" wall2" shelf11"2'-6" footing8" wall2" shelf11"2'-6" footing8" wall2" shelf11"1'-2"2'-0"3'-0"3'-0"13'-3"20'-0"7'-6"13'-3"2'-0"4'-0"5'-2"7'-2"26'-4"
470'-4"
2'-0"7'-0"16'-2"14'-4"10'-6"4'-0"6'-0"3'-0"7'-012"3'-0"3'-0"4'-0"3'-0"3'-0"3'-1"1 2 3 4 5 6 7 8 9 10 11
A
B
C
E
F
G
K
R
S
T
20191817166121314523
H
D
15
29'-0"1'-6"29'-0"29'-0"29'-0"17'-1"2'-11"29'-0"29'-0"29'-0"20'-0"16'-3"3'-0"1'-2"10'-6"12'-0"6'-8"11'-6"7'-4"3'-0"1'-0"16'-0"26'-0"17'-0"3'-0"1" expansion jointStair No. 1
Elevator PitFooting Type "F75"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F86"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F70"T.F.E. -4'-0"Footing Type "F45"T.F.E. -4'-0"Footing Type "F70"T.F.E. -1'-4"Footing Type "F50"T.F.E. -4'-0"Footing Type "F75"T.F.E. -1'-4"Footing Type "F105"Footing Type "F90"Footing Type "F95"T.F.E. -1'-4"T.F.E. -1'-4"T.F.E. -1'-4"Footing Type "F90"Footing Type "F95"T.F.E. -1'-4"T.F.E. -1'-4"Footing Type "F90"T.F.E. -2'-0"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footing Type "F80"T.F.E. -4'-0"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footin
g
T
y
p
e
"
F
9
0
"
T.F.E.
-
1'
-
4
"Footing Type "F95"T.F.E. -1'-4"Footing Type "F105"T.F.E. -4'-0"Footing Type "F85"T
.
F
.
E
.
-
1
'
-
4
"
Footing
T
y
p
e
"
F
6
0
"
T.F.E. -4'
-
0
"11"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F70"Footing Type "F75"Footing Type "F80"T.F.E. -3'-4"Footing Type "F65"T.F.E. -1'-4"T.F.E. -0'-8"T.F.E. -0'-8"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T
.
F
.
E
.
-
4
'
-
0
"Footing Type "F40"T
.
F
.
E
.
-
4
'
-
0
"Footing Type "F40"T
.
F
.
E
.
-
4
'
-
0
"
Footin
g
T
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"
F
4
0
"
T.F.E.
-
4
'
-
0
"
Footin
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"
F
4
0
"
T.F.E
.
-
4'
-
0
"Footing Type "F40"T.F.E. -4'-0"F
o
o
t
i
n
g
T
y
p
e
"
F
5
5
"T.F.E. -4'-0"Footing Type "F55"T.F.E. -4'-0"Floor DrainFloor Drain
Floor Drain
Floor Drain Floor Drain Floor Drain
5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
F
o
o
t
i
n
g
T
y
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e
"
F
3
0
"
T
.
F
.
E
.
-
4
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-
0
"
F
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t
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g
T
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"
F
3
0
"
T
.
F
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.
-
4
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-
0
"
F
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t
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g
T
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F
3
0
"
T
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F
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.
-
4
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-
0
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F
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T
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F
3
0
"
T
.
F
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E
.
-
4
'
-
0
"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Foot
ing
Type
"F30"T.F
.E
.
-4
'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"4- #4 bars each way bottom4'-0" x 4'-0" x 1'-0" thickF40
5'-0"
B
B
A
A
B
A
A
C
D
E
E
A A A A
Foot
ing
Type
"F50"T.F
.E
.
-4
'-0"
E
Slab control or
construction joist
(typical)
Column isolation
joint (typical)
Overpour slab
@ entry door
(typical)
Overpour slab
@ garage door Footing Type "F40"T.F.E. -4'-0"F.S.F.S.Footing Type "F90"T.F.E. -4'-0"3'-0"
3'-0"
8 #5 bars long and #5
bars @9"o.c. short in
addition to elevator pit
reinforcing
3'-0"3'-0"Footing Type "F95"T.F.E. -4'-0"8 #5 bars long and #5
bars @9"o.c. short in
addition to elevator pit
reinforcing
3'-0"3'-0"3'-0"
Footin
g
T
y
p
e
"
F
5
0
"
T.F.E.
-
4'
-
0
"
B
A
A
Overpour slab
@ entry door
(typical)
FF
F
1
1
1
1
1
1
1
1
BT.P.E.-0'-8"B T.P.E.-0'-8"B
T.P.E.-0'-8"B T.P.E.-0'-8"B
T.P.E.-
0
'
-
8
"
B T.P
.
E
.
-0'-
8
"
B
T.P.E.-
0
'
-
8
"
C
T.P.E.2'-0"A
T.P.E.2'
-
0
"
A
T.P.E.2'-0"B
T.P.E.-1'-4"B
T.P.E.-
1
'
-
4
"
B
T.P.E.-
1
'
-
4
"
A
T.P.E.2'-0"D T.P
.
E
.
2'-0
"
F
T.P.E.0'-6"F
T.P.E.0'
-
6
"
F
T.P.E.0'
-
6
"
B
T.P.E.-
0
'
-
8
"
B
T.P.E.-0'-8"FT.P.E.0'-6"F T.P.E.0'-6"F T.P.E.0'-6"F T.P.E.0'-6"A
T
.
P
.
E
.2'-0"F
T.P.E.
0'-6"
FT.P.E.0'
-
6
"
FT.P.E.0'-6"FT.P.E.0'
-
6
"
F
T
.
P
.
E
.0'-6"FT.P.E.0'-6"FT.P.E.0'-6"FT.P.E.0'-6"FT.P.E.0'-6"FT.P.E.0'-6"FT.P.E.0'-6"FT.P.E.0'
-
6
"
F
T
.
P
.
E
.0'-6"F T.P.E.0'-6"F T.P.E.0'-6"B
T.P
.
E
.
-0'-
8
"
BT.P.E.-1'-4"AT.P.E.2'-0"A T.P.E.2'-0"A
T.P.E
.
2'-0"
C
T.P.E.2'-0"CT.P.E.
2'-0"
C T.P.E.2'-0"AT.P
.E
.2'-0"
BT.P.E.-1'-4"B
T.P.E
.
-0'-8"
B
T.P
.
E
.
-1'-
4
"
AT.P.E.2'-0"BT.P.E.-
1
'
-
4
"
E T.P.E.2'-0"D T.P.E.2'-0"F
T.P.E.
0'-6"F
T.P
.
E
.
0'-6
"
F
T.P
.
E
.
0'-6
"
F T.P
.
E
.
0'-6
"UpUpUp Up-0.00"-0.00"-0.00"
-0.00"
-0.00"-0.00"
-0.00"-0.00"
-0.00"
-0.00"
-0.75"
-1.50"
-0.75"
-1.50"
-0.75"-0.75"
-1.50"
-0.75"
-1.50"
-0.75"
-1.50"
-0.75"-0.75"
-0.00"
-0.75"
-0.00"-0.00"-0.00"
+0.75"+0.75"
-0.75"
-0.75"-0.75"-0.75"
-1.50"-1.50"
-1.50"-1.50"
-1.50"
-1.50"
-1.50"
-1.50"
-0.00"
-0.00"-1.50"-1.50"-1.50"
-1.50"-1.50"
-0.00"
-0.00"-0.75"
-0.75"
-0.00"-0.00"
-0.00"
-1.50"-1.50"
-0.00"
-8.50"
-8.50"
-6.50"
-8.50"
-8.50"
-1.50"
Step
Wall
Step
Wall
Shear Wall No. 1
Shear wall
No. 2
2
2
CL
CL 2'-0"10"6"8"1'-2"1'-8"
10"10"
11
2" cover
#4 stirrups @ 12"o.c.
8- #8 bars vertical - dowel
to footing
Typical wall reinforcing
#4 ties @ 12"o.c.1'-8"10"10"CL
#4 stirrups @ 12"o.c.
6- #8 bars vertical - dowel
to footing
11
2" cover
Pier Details
Scale: 3/4" = 1'-0"
CL
1'-8"
10"10"
#4 ties @ 12"o.c.2'-0"1'-0"1'-0"CL
#4 stirrups @ 12"o.c.
8- #8 bars vertical - dowel
to footing
11
2" cover
CL
2'-0"
1'-0"1'-0"
#4 ties @ 12"o.c.2'-0"1'-0"1'-0"S
#4 stirrups @ 12"o.c.
12- #8 bars vertical -
dowel to footing
11
2" cover
19
#4 ties @ 12"o.c.
3'-6"2'-4"1'-2"1'-2"CL
#4 stirrups @ 12"o.c.
8- #6 bars vertical - dowel
to footing
11
2" cover
CL
2'-4"
1'-2"1'-2"
#4 ties @ 12"o.c.1'-8"10"10"G
#4 stirrups @ 12"o.c.
12- #8 bars vertical -
dowel to footing
11
2" cover
19
10"10"
#4 ties @ 12"o.c.
3'-2"
2020
R
Type "A"Type "B"Type "C"Type "F"Type "D"Type "E"
1'-6"
1'-0"1'-0"1'-6"
1
DRAWING TITLE
DWG. NUMBER:
260 JOB NO.: NO.DESCRIPTIONREVISIONSS-2
Foundation / First
Floor Plan - NorthDATE302 Washington Ave. Ext.Albany, New York 12203518-452-8200 fax 518-452-2898BBLConstruServicesctionNOTE: IT IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION DEPARTMENT
LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED
ENGINEER, TO ALTER AN ITEM
AS INDICATED ON DRAWINGS,
IN ANY WAY.
Foundation / First Floor Plan - North
Scale: 1/8" = 1'-0"
260-2024Matchline
Key Plan N10/23/2020-3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYIssued For Permit11/10/20201General Revisions11/13/20202Added Shear Walls329'-8"
8'-0"14'-0"28'-4"14'-0"8'-0"
34'-10"16'-4"16'-0"12'-6"26'-4"25'-8"26'-4"25'-8"
25'-8"12'-10"60'-8"12'-10"25'-8"30'-0"16'-6"13'-10"24'-0"126'-4"4'-0"10'-6"14'-4"20'-0"25'-8"45'-10"3'-0"3'-0"6'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-0"
3'-0"
3'-0"
2'-0"
4'-0"
2'-6" footing
8" wall
2" shelf
11"
2'-6" footing
8" wall
2" shelf
11"2'-6" footing8" wall2" shelf11"2'-6" footing2'-6" footing8" wall2" shelf11"4'-0"2'-0"13'-3"27'-6"13'-3"3'-0"3'-0"2'-0"1'-2"5'-2"1'-2"
26'-4"
470'-4"
2'-0"16'-2"7'-0"14'-4"10'-6"4'-0"3'-0"3'-0"4'-0"6'-0"3'-0"3'-0"7'-012"2'-1112"3'-1"3'-012"28 29 30 31 33 36 37 38 39
A
B
C
E
F
G
H
K
R
S
T
L
26242322212019 35 38
D
323028
N
25
J
27 29
P
M
34
Q10'-6"12'-0"6'-8"11'-6"7'-4"3'-0"1'-0"2'-8"13'-4"2'-6"6'-2"8'-8"2'-8"2'-0"4'-0"17'-0"3'-0"7'-2"24'-0"17'-2"10'-10"10'-0"4'-0"2'-0"26'-0"2'-0"23'-61
4"10'-8"12'-93
4"32'-3"29'-0"29'-0"1'-6"29'-0"1" expansion jointStair No. 2
Stair No. 3
Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footin
g
T
y
p
e
"
F
9
0
"
T.F.E.
-
1'
-
4
"Footing Type "F105"T.F.E. -4'-0"Footing
T
y
p
e
"
F
6
0
"
T.F.E. -4'
-
0
"2'-6" footing8" wall2" shelf11"Floor Drain Floor Drain Floor Drain Elevator Pit72'-4"
5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
4- #4 bars each way bottom
5- #4 bars each way bottom
4'-0" x 4'-0" x 1'-0" thick
4'-6" x 4'-6" x 1'-0" thick
Type
Footing Schedule
Size Reinforcing
4- #5 bars each way bottom5'-0" x 5'-0" x 1'-1" thick
5- #5 bars each way bottom5'-6" x 5'-6" x 1'-2" thick
6- #5 bars each way bottom6'-0" x 6'-0" x 1'-3" thick
7- #5 bars each way bottom6'-6" x 6'-6" x 1'-4" thick
8- #5 bars each way bottom7'-0" x 7'-0" x 1'-5" thick
6- #6 bars each way bottom7'-6" x 7'-6" x 1'-6" thick
7- #6 bars each way bottom8'-0" x 8'-0" x 1'-7" thick
8- #6 bars each way bottom8'-6" x 8'-6" x 1'-9" thick
9- #6 bars each way bottom9'-0" x 9'-0" x 1'-10" thick
10- #6 bars each way bottom9'-6" x 9'-6" x 1'-11" thick
8- #7 bars each way bottom10'-0" x 10'-0" x 2'-0" thick
9- #7 bars each way bottom10'-6" x 10'-6" x 2'-1" thick
10- #7 bars each way bottom11'-0" x 11'-0" x 2'-2" thick
11- #7 bars each way bottom11'-6" x 11'-6" x 2'-3" thick
(3,000 PSF Bearing Pressure)
F45
F40
F50
F55
F60
F65
F70
F75
F80
F85
F90
F95
F100
F105
F110
F115
Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T
.
F
.
E
.
-
4
'
-
0
"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Foot
ing
Type
"F30"T.F
.E
.
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Unreinforced3'-0" x 3'-0" x 1'-0" thickF30
Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T
.
F
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-
4
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21'-8"2'-4"2'-4"
8"8"5'-0"F
A B
B
B
B
B
A
A
A
C
D
B
C
D
E
Slab control or
construction joist
(typical)
Overpour slab
@ entry door
(typical)
Overpour slab
@ garage door
Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footing Type "F95"T.F.E. -1'-4"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type
"
F
4
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"
T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F40"T.F.E. -4'-0"Footing Type "F50"T
.
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4
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-
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"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F45"T.F.E. -4'-0"Footing Type "F45"T.F.E. -4'-0"Foo
t
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3'-0"3'-0"8 #5 bars long and #5
bars @9"o.c. short in
addition to elevator pit
reinforcing
Footing Type "F90"T
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bars @ 9"o.c. short in
addition to elevator pit
reinforcing
Footing Type "F100"T.F.E. -4'-0"Footing Type "F90"T.F.E. -4'-0"Footing Type "F85"T.F.E. -4'-0"5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
F
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1
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T.P.E.-1'-4"B
T.P.E.-
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8
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B
T
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T.P.E.-0'-8"C
T.P.E.-0-'8"C
T.P.E.-0'-8"B
T.P.E.-0'-8"C
T.P.E.-0'-8"C
T
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.-0'-8"C
T.P.E.-0'-8"B
T.P.E.-
0
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8
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B
T.P.E.-0'-8"B
T.P.E.-0'-8"B
T.P.E.-
0
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8
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F
T.P.E.0'-6"F
T.P.E.0'-6"F
T.P.E.0'-6"B T.P.E.-0'-8"B
T
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BT.P.E.-1'-4"AT.P.E.2'
-
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AT.P
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B T.P
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.
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4
"
B
T.P.E.-0'-8"BT.P.E.-0'-8"BT.P.E.-0'-8"A T.P.E.2'-0"BT.P.E.
-0'-8"
BT.P.E.-0'-8"BT.P.E.-0'-8"B
T.P.E.
-0'-8"
B
T.P.E.-0'-8"BT.P.E.-0'-8"B
T.P.E.-0'-8"FT.P.E.0'-6"B T.P
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8
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T.P.E.
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F
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.
0'-6"
-1.00"
-0.00"
-0.00"
-0.00"
-0.75"
-0.00"
-0.75"
-0.00"-0.00"-0.00"
-0.00"
-0.75"-0.75"
-1.50"
-0.75"
-1.50"
-0.75"
-1.50"
-0.75"
-1.50"
-1.50"
-1.50"
-1.50"
-0.00"
-1.50"-1.50"
-8.50"
-8.50"
B
StepWallStep
Wall
Shear Wall No. 3Shear Wall No. 4
2
2
2" cover
Sawcut control joint
13
4" deep
2" cover
2x4 keyway
Tooled edges
1 8"Scale: 3/4" = 1'-0"
Construction Joint
Cut 50% of the mesh in
line with the control joint 5"5" concrete slab with
6x6 - W2.9 x W2.9 wwf
5"5" concrete slab with
6x6 - W2.9 x W2.9 wwf
1
8"8"
1'-4"
5" Slab Joint Details
Control Joint
Locate At Control joint
See Plan For Location
Scale: 3/4" = 1'-0"
Grade Preparation Detail 1'-0"5" concrete slab (see
sections for reinforcing)
15 mil "Stego Wrap" vapor
barrier
6" base of crushed stone vapor
break (ASTM 57 blend material)
Compacted subgrade 6"12" compacted imported
structural fill
3" cover3" coverStep (t)2 x (t)
1
1
Provide standard 90° hook
on ends of higher reinforcing
Standard Lap
Footing Step Detail
Scale: 3/4" = 1'-0"