20-12-28 Fowler Square - Cmu ReinforcementDRAWING TITLE
DWG. NUMBER:
260 JOB NO.: NO.DESCRIPTIONREVISIONSS-3
Foundation SectionsDATE302 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.
260-2024
General Notes
& General Notes10/23/2020-3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYIssued For Permit11/10/20201General Revisions11/13/2020-Reissued11/23/20202Foundation Coordination12/28/20203Cmu Reinforcement6"x15
8"x16 gauge stud
@ 16"o.c.
5" concrete slab with
6x6-W2.9xW2.9 wwf
2" rigid polystyrene R=10
4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
2'-6"
11"8"11"3" cover#4 bars @ 12"o.c.
horizontal
#4 bars @ 18"o.c. vertical
- hook into footing
(alternate hook direction)
3- #4 bars continuous 2'-0"2" shelf 6"
Section "A"
Scale: 3/4" = 1'-0"
(At Garage)
6"x11
4"x16 gauge track
11
2" Zip system
R-sheathing by
"Huber"
6"x15
8"x16 gauge stud
@ 16"o.c.
5" concrete slab with
6x6-W2.9xW2.9 wwf
2" rigid polystyrene R=10
4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
2'-6"
11"8"11"3" cover#4 bars @ 12"o.c.
horizontal
#4 bars @ 18"o.c. vertical
- hook into footing
(alternate hook direction)
3- #4 bars continuous
Section "B"
Scale: 3/4" = 1'-0"
(At Retail Space)
6"x11
4"x16 gauge track
11
2" Zip system
R-sheathing by
"Huber"3" min.Slab control joint
Steel column
Isolation joint
Column base plate
Un-reinforced concrete column
encasement from finished floor
to top of concrete pier or footing1'-6" lap11
2" cover
3" cover112" cover#4 bars @18"o.c.
dowel to footing
#4 bars @ 12"o.c.
horizontal each face 5'-0"1'-0"Elevator pit
Scale: 3/4" = 1'-0"
Elevator Pit Detail
#4 bars @ 12"o.c. each
way top and bottom
10" cmu wall w/ truss type reinforcing @
16"o.c. horizontal and #4 bars @ 48"o.c.-
hook into footing- grout solid in block cores.
(#4 bars @ 16"o.c. in shear walls) Use
standard bond beams with 2- #4 bars at, or
just below each floor level
F.F.E. 0'-0"
T.F.E. -5'-0"
5" concrete slab with
6x6 - W2.9xW2.9 wwf
8"1'-0"1'-0"
Sump pit - beyond
1
1
Tooled edge
1
2" premold & caulk
4" concrete slab w/
6x6-W2.9xW2.9 wwf
5'-0"
F.F.E. 0'-0"
Slope 1/4" / foot114"2'-0"8"
Grade
2" polyisocyanurate
insulation
2'-0"6"4'-4"1'-0"12" layer of compacted
crushed stone vapor
break (ASTM 57 blend
material) for 24" beyond
slab on 3 sides
6" layer of compacted
crushed stone vapor break
(ASTM 57 blend material)
Compacted blend
57 material
2"5" concrete slab with
6x6-W2.9xW2.9 wwf
Slab Overpour at Entry Door
Scale: 3/4" = 1'-0"8"#4 dowels @ 18"o.c.
2" shelf
11
2" cover
Tooled edge
1
2" premold & caulk
4" concrete slab w/
6x6-W2.9xW2.9 wwf
5'-0"
F.F.E. 0'-0"
Slope 1/4" / foot114"2'-6"Grade
4'-4"
5" concrete slab with
6x6-W2.9xW2.9 wwf
Slab Overpour at Garage Door
Scale: 3/4" = 1'-0"8"#4 dowels @ 18"o.c.
2'-6"
11"8"11"3" cover2" rigid polystyrene R=10
#4 bars @ 12"o.c.
horizontal
#4 bars @ 18"o.c. vertical
- hook into footing
(alternate hook direction)
3- #4 bars continuous 4'-0"1'-0"T.F.E. -4'-0"
2'-6"
11"8"11"3" cover2" rigid polystyrene R=10
#4 bars @ 12"o.c.
horizontal
#4 bars @ 18"o.c. vertical
- hook into footing
(alternate hook direction)
3- #4 bars continuous
Section "E"
Scale: 3/4" = 1'-0"
CL
1'-4"First Floor
1'-0"T.F.E. -1'-4"
1'-4"
2- #4 bars continuous
3" cover8" cmu wall w/ truss type reinforcing
@ 16"o.c. horizontal and #4 bars @
48"o.c. for the full height of the wall
- grout solid in block cores
5" concrete slab with
6x6-W2.9xW2.9 wwf
Elev. 0'-0"
4 3
16"75
8"
6"x15
8"x16 gauge
stud @ 16"o.c.
5" concrete slab with
6x6-W2.9xW2.9 wwf
2" rigid polystyrene R=10
4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
3'-2"
11"1'-4"11"3" cover#4 bars @ 12"o.c.
horizontal each face
#4 bars @ 18"o.c. vertical
each face - hook into footing
4- #4 bars continuous
Section "C"
Scale: 3/4" = 1'-0"
6"x11
4"x16
gauge track
11
2" Zip system
R-sheathing by
"Huber"
8" cmu wall w/ truss type reinforcing @
16"o.c. horizontal and #4 bars @
48"o.c. - grout solid in block cores.
(Apron)
Isolation Joint Detail
Scale: 3/4" = 1'-0"
Building column
Encase column
in concrete
Sonotube
column wrap
Floor slab
Compacted
imported
structural fill
Concrete footing
SectionPlan
1'-2"1'-2"
CLCL
1
2" premold
4 3
16"
5" concrete slab with
6x6-W2.9xW2.9 wwf
2" rigid polystyrene R=10
4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
2'-6"
11"8"11"3" cover#4 bars @ 12"o.c.
horizontal
#4 bars @ 18"o.c. vertical
- hook into footing
(alternate hook direction)
3- #4 bars continuous
Section "F"
Scale: 3/4" = 1'-0"
(At Retail Space)
1'-2"
CL
1
2" rigid polystyrene R=2.5
4" shelf
5" concrete slab with
6x6-W2.9xW2.9 wwf
4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
2'-10"
10"1'-0"1'-0"3" cover#4 bars @ 18"o.c.
horizontal each face
#4 bars @ 18"o.c. vertical
each face - hook into footing
4- #4 bars continuous
Section "D"
Scale: 3/4" = 1'-0"
10" cmu wall w/ truss type
reinforcing @ 16"o.c.
horizontal and #4 bars @
48"o.c. - grout solid in block
cores.
2" shelf8"1
1
8"
1
2
1'-0"1'-0"2"1'-13
4"
2
2
22
3 3
3
3
DRAWING TITLE
DWG. NUMBER:
260 JOB NO.: NO.DESCRIPTIONREVISIONSS-8DATE302 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.
260-2024
Bracing Tower &10/23/2020-3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYIssued For PermitMasonry Shear
Wall Elevations11/13/2020-Reissued11/23/20201Foundation Coordination12/01/20202Foundation Coordination12/28/20203Cmu ReinforcementBracing Tower Elevations
Scale: 1/8" = 1'-0"13'-7"First Floor
F.F.E. 0'-0"
2 5
19'-3"
Bracing Tower No. 1
W16x36Second Floor
T.O.S. 13'-7"2'-1"W10x4513'-7"First Floor
F.F.E. 0'-0"
T R
20'-0"
Bracing Tower No. 2
W24x76Second Floor
T.O.S. 13'-7"2'-1"13'-7"First Floor
F.F.E. 0'-0"
S R
17'-0"
Bracing Tower No. 3
W18x40Second Floor
T.O.S. 13'-7"2'-1"13'-7"First Floor
F.F.E. 0'-0"
S R
17'-0"
Bracing Tower No. 4
Second Floor
T.O.S. 13'-7"2'-1"13'-7"First Floor
F.F.E. 0'-0"
27 28
26'-0"
Bracing Tower No. 5
W16x36Second Floor
T.O.S. 13'-7"7"13'-7"First Floor
F.F.E. 0'-0"
T Q
24'-0"
Bracing Tower No. 6
W24x55Second Floor
T.O.S. 13'-7"7"3'-4"2'-1"2'-1"2'-1"2'-1"7"7"W10x45W10x45HSS8x8x5/8W10x45HSS8x8x5/8W10x45W10x45W10x45W10x45Masonry Shear Wall No. 4Masonry Shear Wall No. 3Masonry Shear Wall No. 2Masonry Shear Wall No. 1
Masonry Shear Wall Elevations
Scale: 1/8" = 1'-0"
HSS
7
x
7
x
1/
2
H
S
S
6
x
6
x
5
/
8
HSS
6
x
6
x
5/
8 (
h
ot
di
p
g
al
v
a
ni
z
e
d)
HSS
7
x
7
x
1/
2 (
h
ot
di
p
g
al
v
a
ni
z
e
d)
HSS
6
x
6
x
5/
8 (
h
ot
di
p
g
al
v
a
ni
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e
d)
#4 bars @ 16"o.c. vertical
4- #7 bars each end - 38"
min lap length or use
mechanical couplers
Concrete foundation wall
& footing - see foundation
sections for reinforcing
#4 bars @ 16"o.c. vertical
4- #7 bars each end - 38"
min lap length or use
mechanical couplers
Concrete foundation wall
& footing - see foundation
sections for reinforcing
#4 bars @ 16"o.c. vertical
(in shear wall)
4- #7 bars each end - 38"
min lap length or use
mechanical couplers
Concrete foundation wall
& footing - see foundation
sections for reinforcing
#4 bars @ 16"o.c. vertical
4- #7 bars each end - 38"
min lap length or use
mechanical couplers
Concrete foundation wall
& footing - see foundation
sections for reinforcing
30 33
9'-63
8"57
8"
JK69
2'-03
8"57
8"13'-7"First Floor
F.F.E. 0'-0"
Second Floor
T.O.S. 13'-7"11'-678"10'-118"Third Floor
Elev. 25'-1 7/8"
Roof Truss
Bearing Elev. 35'-3"13'-7"First Floor
F.F.E. 0'-0"
Second Floor
T.O.S. 13'-7"11'-678"10'-118"Third Floor
Elev. 25'-1 7/8"
Roof Truss
Bearing Elev. 35'-3"13'-7"First Floor
F.F.E. 0'-0"
Second Floor
T.O.S. 13'-7"11'-678"10'-118"Third Floor
Elev. 25'-1 7/8"
Roof Truss
Bearing Elev. 35'-3"13'-7"First Floor
F.F.E. 0'-0"
Second Floor
T.O.S. 13'-7"11'-678"10'-118"Third Floor
Elev. 25'-1 7/8"
Roof Truss
Bearing Elev. 35'-3"
25'-31
4"±9'-91
4"107
8"
M
#4 bars @ 48"o.c. vertical
23'-1" shear wall
1'-10"
9"25'-31
4"
Note: See drawing "S-9" for
bond beam elevations
85 Ki
p
T
or
C
53K
T
or
C
110
Ki
p
s
T
or
C
W10x45HSS8x8x5/8HSS
6
x
6
x
5/
8 (
h
ot
di
p
g
al
v
a
ni
z
e
d)
53K
T
or
C
85
K
i
p
s
T
o
r
C
110
Ki
p
s
T
or
C
W18x40
2"2"
1 11
2"2"
22
2 2 2 2
3
3
#4 bars @ 48"o.c. (typical)
10" cmu - first floor to second
8" cmu - second floor to roof
4- #7 bars
Shear wall
Shear Wall Corner Detail
Scale: 1" = 1'-0"
Grout cores solid (typical)
#4 bars @ 16"o.c. (in
shear walls)
3
3
DRAWING TITLE
DWG. NUMBER:
260 JOB NO.: NO.DESCRIPTIONREVISIONSS-9
CMU Wall DetailsDATE302 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.
260-202410/23/2020-3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYIssued For Permit11/13/2020-Reissued11/24/20201Reissued12/28/20202Cmu Reinforcement8" bond beam w/ 2- #4
bars continuous
Engineered wood roof truss
@ 24"o.c.
2x4 nailer
2- 2x8 sill plate
5
8"Øx6" long Screw Bolt+ by
"DeWalt" @ 16"o.c. staggered
5
8" t&g Zip system roof
sheathing by "Huber"
Roof Truss
Bearing Elev. 35'-3"7"B.B.E. 34'-8"
8" bond beam w/ 2- #4
bars continuous
Engineered wood roof truss
@ 24"o.c.
2x4 nailer
2- 2x8 sill plate
5
8"Øx6" long Screw Bolt+ by
"DeWalt" @ 16"o.c. staggered
5
8" t&g Zip system roof
sheathing by "Huber"
Roof Truss
Bearing Elev. 35'-3"7"B.B.E. 34'-8"
8" cmu wall beyond
8" bond beam w/ 2- #4
bars continuous lintel2'-0"B.B.E. 32'-8"
2'-0"
(max.)
24" engineered wood floor
truss @ 24"o.c.
5
8"Øx6" long Titen HD anchor
by "Simpson" @ 12"o.c.
staggered top & bottom
1" gypsum topping
2x4 nailer
8" cmu wall w/ truss type reinforcing @ 16"o.c.
horizontal and #4 bars @ 48"o.c. - grout solid
in block cores. (#4 bars @ 16"o.c. in shear
walls) Use standard bond beams with 2 #4
bars at, or just below each floor level
8" bond beam w/ 2- #4
bars continuous
3
4" Advantech t&g floor
sheathing by "Huber"
Third Floor
Elev. 25'-1 7/8"578"B.B.E. 24'-8"
8" cmu wall beyond
8" bond beam w/ 2- #4
bars continuous lintel
C12 channel
Concrete stair landing
Tooled edge
3'-4"B.B.E. 21'-4"
1
1
2
2'-0"
(max.)
24" engineered wood floor
truss @ 24"o.c.
1" gypsum topping
2x4 nailer
8" cmu wall w/ truss type reinforcing @ 16"o.c.
horizontal and #4 bars @ 48"o.c. - grout solid
in block cores. (#4 bars @ 16"o.c. in shear
walls) Use standard bond beams with 2 #4
bars at, or just below each floor level
8" bond beam w/ 2- #4
bars continuous
3
4" Advantech t&g floor
sheathing by "Huber"
Third Floor
Elev. 25'-1 7/8"578"B.B.E. 24'-8"
5
8"Øx6" long Titen HD anchor
by "Simpson" @ 12"o.c.
staggered top & bottom
C12 channel
Concrete stair landing
1
2
5" deck (31
2" normal weight concrete
on 11
2"x19 gauge galvanized
composite metal deck) with 6x6 -
W2.9xW2.9 wwf
W beam
Soap block
10" cmu wall w/ truss type reinforcing @
16"o.c. horizontal and #4 bars @ 48"o.c. -
grout solid in block cores. (#4 bars @ 16"o.c.
in shear walls) Use standard bond beams with
2 #4 bars at, or just below each floor level
Second Floor
F.F.E. 14'-0"8"B.B.E. 13'-4"
#4 dowels @ 16"o.c.
10" bond beam w/ 2- #4
bars continuous
10" bond beam w/ 2- #4
bars continuous lintel
Tooled edge
C12 channel
Concrete stair landing
6'-0"B.B.E. 7'-4"
1
2
5" deck (31
2" normal weight concrete
on 11
2"x19 gauge galvanized
composite metal deck) with 6x6 -
W2.9xW2.9 wwf
W beam
Soap block
4" cmu
10" cmu wall w/ truss type reinforcing @
16"o.c. horizontal and #4 bars @ 48"o.c. -
grout solid in block cores. (#4 bars @ 16"o.c.
in shear walls) Use standard bond beams with
2 #4 bars at, or just below each floor level
Second Floor
F.F.E. 14'-0"8"B.B.E. 13'-4"
#4 dowels @ 16"o.c.
10" bond beam w/ 2- #4
bars continuous
C12 channel
Concrete stair landing
1
2
5" concrete slab with
6x6 - W2.9xW2.9 wwf
Concrete foundation wall - see
foundation sections for reinforcing
First Floor
F.F.E. 0'-0"
Sections @ Door
10" cmu wall beyond
5" concrete slab with
6x6 - W2.9xW2.9 wwf
Concrete foundation wall - see
foundation sections for reinforcing
First Floor
F.F.E. 0'-0"
CMU Wall Details
Scale: 1" = 1'-0"
Sections @ Deck
5" concrete slab with 6x6 -
W2.9xW2.9 wwf
8"2" shelf