JB201133.0030.Concrete Compressive Strength Test.2020-12-09.Rpt.0030Rev1Report Number:
Service Date:
Report Date:
Task:
Client
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMTRosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
518-266-0310
Albany, NY 12203-5169
30 Corporate Cir Ste 201
JB201133.0030
12/09/20
01/07/21 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
35000
Jointa Galusha
Material Information
1208
4905
Plant:
Ticket No.:
1
844028
Field Test Data
Test
Air Content (%):
Result Specification
5 1/4 4 - 6
7.5 4.5 - 7.5
62 40 - 95
30
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:12/09/20 0100
Moung Kee
Flurries
11 11
End of the truck chuteSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
South and North foundation wall and
footings- See Attached Plan
Placement Location:
Laboratory Test Data
Set Avg Diam.Area Weight DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By(lbs)
1 1 4.00 12.57 12/10/20 8.45 12/16/20 7 55,960 2 4,450 ADB
1 2 4.00 12.57 12/10/20 8.35 01/06/21 28 66,990 2 5,330 ADB
1 3 4.00 12.57 12/10/20 8.50 01/06/21 28 64,720 2 5,150 ADB
1 4 4.00 12.57 12/10/20 8.40 01/06/21 28 63,410 2 5,050 ADB
Average (28 days) 5,180
1 5 12/10/20 8.40 Hold
1 6 12/10/20 8.35 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
3500psi,concrete-Foundation wall,footing,Exterior,Mid-range water Reducer,Hot water
Samples Made By: Dente Group - A Terracon Co.
Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services:
Reported To:
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
(1) BBL Construction Services, Scott Lounsbury (1) Galusha & Sons LLC, Drew Stevens
(1) Galusha & Sons LLC, James Campagnone
Bobby w/ BBL and Dylan w/ Galusha
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Dente Group - A Terracon Co. Rep.: Moung Kee
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.
Page 1 of 2CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMTRosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
518-266-0310
Albany, NY 12203-5169
30 Corporate Cir Ste 201
JB201133.0030
12/09/20
01/07/21 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
35000
Jointa Galusha
Material Information
0108
4912
Plant:
Ticket No.:
1
844031
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 4 - 6
5.0 4.5 - 7.5
62 40 - 95
30
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:12/09/20 2000
Moung Kee
Flurries
55 11
End of the truck chuteSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
South and North Foundation wall and
footings- See Attached Plan
Placement Location:
Laboratory Test Data
Set Avg Diam.Area Weight DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By(lbs)
2 1 4.00 12.57 12/10/20 8.50 12/16/20 7 54,420 2 4,330 ADB
2 2 4.00 12.57 12/10/20 8.50 01/06/21 28 65,900 2 5,240 ADB
2 3 4.00 12.57 12/10/20 8.55 01/06/21 28 64,040 2 5,100 ADB
2 4 4.00 12.57 12/10/20 8.40 01/06/21 28 68,140 3 5,420 ADB
Average (28 days) 5,250
2 5 12/10/20 8.45 Hold
2 6 12/10/20 8.50 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
3500psi,concrete-Foundation wall,footing,Exterior,Mid-range water Reducer,Hot water
Samples Made By: Dente Group - A Terracon Co.
Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services:
Reported To:
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
(1) BBL Construction Services, Scott Lounsbury (1) Galusha & Sons LLC, Drew Stevens
(1) Galusha & Sons LLC, James Campagnone
Jared Hall
Staff Geologist
Bobby w/ BBL and Dylan w/ Galusha
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Dente Group - A Terracon Co. Rep.: Moung Kee
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.
Page 2 of 2CR0001, 11-16-12, Rev.6
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
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26242322212019 35 38
D
323028
N
25
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27 29
P
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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
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F
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T
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"
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
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Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T
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.
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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
0
"
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
.
F
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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
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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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1
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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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T
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T.P.E.-0'-8"C
T.P.E.-0-'8"C
T.P.E.-0'-8"B
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T.P.E.-0'-8"C
T
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T.P.E.-0'-8"B
T.P.E.-
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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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0
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-
6
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F
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BT.P.E.-1'-4"AT.P.E.2'
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B T.P
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4
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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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E
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8
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UpB
T.P.E.
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F
T.P.E
.
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"
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
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F
9
0
"
T.F.E.
-
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"Footing Type "F95"T.F.E. -1'-4"Footing Type "F105"T.F.E. -4'-0"Footing Type "F85"T
.
F
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E
.
-
1
'
-
4
"
Footing
T
y
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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
.
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4
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.
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4
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Footin
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T.F.E.
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4
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0
"
Footin
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4
0
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4'
-
0
"Footing Type "F40"T.F.E. -4'-0"F
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t
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n
g
T
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"
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
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g
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4
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T
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4
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4
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3
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T
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4
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-
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
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p
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"
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