HomeMy WebLinkAboutPrecast Wall shop drawings Baron Island Storage 4"
- I II
T �I f 7%4" A B
I
1 17 1
CENTER HORIZONTAL BARS
OF PREFAB MAT IN THE PANEL,
SEE REINFORCING SPEC.FOR
MAT DETAILS.
20' CENTER TO CENTER COLUMN SPACING MAX.
(MAY VERY DUE TO SITE SPECIFIC SITUATIONS)
8'- 0" 81- o" 8,- o„
F_ —I
C C
F.G. F.G. F.G. F.G.
r • �I Ir 3%6„
B
• SECTION B-B
' 12" 4'- 9" PANEL SECTION WALL ELEVATION
3,000 PSI CONCRETE N.T.S
PLACED AROUND
PRECAST COLUMN 7%4"
AFTER COLUMN 13" 13°
44 44„
PLACEMENT
STANDARD CONDITIONS DETAIL 12° „ , • 3Y" II�YZ. 12 �IIY2 3Y,°
1 1 d Q„
I I Z 4"
NOTE:
1-1/4"CLEAR COVER 12"x13" 12"x13" 4
TO HOOP ON ALL POSTS SECT. C-C END COL. R SECT.C-C LINE COL.
POST REINFORCEMENT
REFER TO POST:STEEL 4 7/
AND HOOP FOR SIZE $
8'- 0" "L� 13 Q
3%
TT
12" 3y, 12" 3 Y16"
3" COVER ALL SIDES MIN. 6" LONG x 4" WIDE x 6" TALL
3,000 PSI CONCRETE RISER r �24° r H4„ 8 1 SECTION A-A
PAD FOR PANEL SUPPORT, 12"x13" 12"x13" 2 4„ PANEL TOP DETAIL
# 5 REBAR 12" O.C. TYPICAL. SECT.C-C CORNER COL. SECT. C-C END COL. L 1'S" N.T.S.
4
4'- 0" IN BOTH DIRECTIONS F.G. F.G. 1 8 14'-1"
CENTERED IN SLAB 6„ #5 REBAR 12" O.C. IN $
3" COVER MIN. BOTH DIRECTIONS 12"x 13" POST CAP
' 2 MATTS REQ. NOTES:
12" x 13" 18" 3" COVER MIN.
COLUMN 1 . PANELS = 7,000 PSI CONCRETE
r• • N
3,000 PSI CONCRETE 2. COLUMNS AND CAPS = 4,000 PSI CONCRETE
4'- 0" PLACED AROUND 4'- o" 3. FOUNDATIONS = 3,000 PSI CONCRETE
PRECAST COLUMN 4. REINFORCING STEEL FOR PANELS TO BE ASTM A615 DEFORMED BARS MIN. 70,000 PSI,
AFTER COLUMN
PLAN VIEW PLACEMENT FRONT ELEV. VIEW ALL OTHER STEEL TO BE 60,000 PSI
5. WIND LOAD DESIGN CONFORMS TO F.B.C. 2017 AND ASCE 7-10, FOR WIND
SPREAD FOOTING DETAILS IF NEEDED. LOAD OF 170 M.P.H. 3 SECOND GUST, EXPOSURE 'C', ASD DESIGN FOR ASOLID FENCE
Digitally signed by James D REINFORCING STEEL SPECIFICATIONS
James Bushouse, State of Florida, Professional Engineer, License No. 20311 James D Bushouse FOUNDATION DEPTH SCHEDULE
DN:c=US,o=James Bushouse BASED ON 30" DIA FOOTING, AND COLUMN - REINFORCEMENT PANEL - MESH REINFORCEMENT
This item has been electronically signed and sealed by James Bushouse, P.E. Inc' SOIL BEARING CAP. OF 2000 P.S.F. DETAILS SYSTEM
on Oct. 27th, 2020 using a Digital Signature. ou=AO141OD0000016B9E79DCA WALL POST MAT VERTICAL HORIZONTAL
Bushouse 5500ho08A0 WALL SOLID DRY 2,cn=James D UNDISTURBED SATURATED, HEIGHT SIZE REINF. HOOPS SIZE STEEL STEEL
BusPrinted copies of this document are not considered signed and sealed and Date:2020.10.27 11:29:50-04'00' UNDISTURBED YABOVE
the signature must be verified on any electronic copies. HEIGHT ROCK MEDIUM DENSITY, SAND MEDIUM, DENSITY THEN 4-1/2" D-9 BARS D-9 BARS
SAND O.C.TO 2'-6" 12" O.C. 4"O.C.
PROJECT; PRECAST WALL SYSTEMS INC. s'-o" 4-#6 ABOVE FTG 7'_8"X19'-0" A.S. 0.09 A.S. 0.27
12"x13" RE-BARS THEN BAL.
AT 18"O.C.
1888 NW 22 COURT $'-o" -
POMPANO BEACH ALTERNATE FOOTING DIMENSIONS 1888NPRECAST 2NDCOALL STEMS,INC. PROFESJAMES SIONAL
ENGINEER
1888 NW 22ND COURT PROFESSIONAL ENGINEER 20311
FLORIDA 33069 POMPANO BEACH,FL 33069 STATE OF FLORIDA
954-973-8488 3300 NE 10TH TER.
PH 954-973-8488 POMPANO BEACH FLORIDA,33064
954-956-2203