HomeMy WebLinkAbout2021 - JACQUIN AND SONS - VET CLINIC-ModelREINFORCING STEEL SPECIFICATIONS
WALL
SIZE
POST
HOOPS
MAT VERTICAL HORIZONTAL
HEIGHT SIZE STEEL STEEL
FOUNDATION DEPTH SCHEDULE
BASED ON 30" DIA FOOTING, AND
3" ABOVE
FTG.
THEN 4-1/2"
O.C. TO 2'-6"
ABOVE FTG.
THEN BAL.
AT 18" O.C.
JAMES BUSHOUSE P.E.
PROFESSIONAL ENGINEER 20311
STATE OF FLORIDA
3300 NE 10TH TER.
POMPANO BEACH FLORIDA, 33064
954-956-2203
PRECAST WALL SYSTEMS, INC.
1888 NW 22ND COURT
POMPANO BEACH, FL 33069
954-973-8488
(MAY VERY DUE TO SITE SPECIFIC SITUATIONS)
20' CENTER TO CENTER COLUMN SPACING MAX.
F.G.
B
B
A
A
F.G.
SOIL BEARING CAP. OF 2000 P.S.F.
WALL
HEIGHT ROCK
SOLID DRY, UNDISTURBED
MEDIUM DENSITY, SAND
UNDISTURBED
SATURATED,
MEDIUM, DENSITY
SAND
ALTERNATE FOOTING DIMENSIONS
PRECAST WALL SYSTEMS INC.
1888 NW 22 COURT
POMPANO BEACH
FLORIDA 33069
PH 954-973-8488
PROJECT;
12" x 13" POST CAP
16'-1
8"
1"5
8"14'-1
8"
4"
1'5
8"
1
2"
WALL ELEVATION12"
F.G.F.G.
STANDARD CONDITIONS DETAIL
30"
8'-0"4'-9"
8'-0"4 - # 6
RE-BARS
7'-8"x19'-0"12"x13"
REINF.
4'- 9"
3,000 PSI CONCRETE
PLACED AROUND
PRECAST COLUMN
AFTER COLUMN
PLACEMENT
8"
7 1 4"
SECTION A-A
PANEL TOP DETAIL
N.T.S.
4 7 8"
8'- 0"
SECTION B-B
PANEL SECTION
N.T.S
8'- 0"
7 1 4"
3 116"
CENTER HORIZONTAL BARS
OF PREFAB MAT IN THE PANEL,
SEE REINFORCING SPEC. FOR
MAT DETAILS.
8'- 0"
4"
3 116"
NOTES:
1. PANELS = 7,000 PSI CONCRETE
2. COLUMNS AND CAPS = 4,000 PSI CONCRETE
3. FOUNDATIONS = 3,000 PSI CONCRETE
4. REINFORCING STEEL FOR PANELS TO BE ASTM A615 DEFORMED BARS MIN. 70,000 PSI,
ALL OTHER STEEL TO BE 60,000 PSI
5. WIND LOAD DESIGN CONFORMS TO ASCE 7-10, FOR WIND
LOAD OF 170 M.P.H. 3 SECOND GUST, EXPOSURE 'C', ASD DESIGN FOR A SOLID FENCE
SECT. C-C LINE COL.
12"x13"
SECT. C-C CORNER COL.
12"x13"
SECT. C-C END COL. L
12"x13"
AND HOOP FOR SIZE
REFER TO POST: STEEL
POST REINFORCEMENT
1-1/4"CLEAR COVER
TO HOOP ON ALL POSTS
NOTE:12"x13"
SECT. C-C END COL. R
13"
13"
13"
12"
12"
12"312"
312"
2-1
4"2-1
4"
2-1
4"
312"
41
4"
13"
12"312"
2-1
4"
3 14"
41
4"
3 1 4"
4'- 0"
4'- 0"
12" x 13"
COLUMN
# 5 REBAR 12" O.C.
IN BOTH DIRECTIONS
CENTERED IN SLAB
3" COVER MIN.
PLAN VIEW FRONT ELEV. VIEW
SPREAD FOOTING DETAILS IF NEEDED.
3" COVER ALL SIDES MIN.
C C
PANEL - MESH REINFORCEMENT
SYSTEM
COLUMN - REINFORCEMENT
DETAILS
18"
4'- 0"
8'- 0"
6"
F.G.F.G.
#5 REBAR 12" O.C. IN
BOTH DIRECTIONS
2 MATTS REQ.
3" COVER MIN.
3,000 PSI CONCRETE
PLACED AROUND
PRECAST COLUMN
AFTER COLUMN
PLACEMENT
6" LONG x 4" WIDE x 6" TALL
3,000 PSI CONCRETE RISER
PAD FOR PANEL SUPPORT,
TYPICAL.
12" O.C.4" O.C.
D-9 BARS D-9 BARS
A.S. 0.09 A.S. 0.27