08-834R-003iI
POST ACHOR PAU 6X6 BY U.S.Pl
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A. • O' •
i % ! MIN t INTO CONCRETE AND
A • BOLTS TO POST
UPLIFT . i
# ! !# !# `.!' TE 5-02-20
C -130ST ANCHOR DETAIL
6 "X6" WOOD COLUMN -
(EXISTING TO REMAIN)
AS��2-#5 2 -�5 VERT.
(SEE D n_4 /S -3
VERT. 7 TYP.)C•j
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20' -0"
4' -2" 2' -4"
11' -2"
2 " -4"
6
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PROVIDE 2—#5 Va-
BAR UNDER GIRDER
1: r
0
7' -6" Lw4--,J \7' -6" L �' -6'
�-� 6 "X6" WOOD COLUMN I
(EXISTING TO BE REMOVED)
FOUNDATION PLAN
SO%& 1/4 • 1•
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EYJS�G WALL;SEE
DETAIL 4/S -3
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SOIL STATEMENT
AS PER VISUAL INSPECTION THE SOIL CONSIST OF SAND
AND ROCK WITH ASSUMED BEARING CAPACITY OF 2000
PSF. A LETTER WILL BE SUBMITTED AFTER THE GROUND
HAS BEEN BROKEN ATTESTING THAT THE SITE OBSERVED
AND FOUND.CONDITIONS ARE SIMILAR TO THOSE ON WHICH
THE DESIGN IS BASED.
8"
8"
BAR AS NOTED ON PLAN
(SEE MASONRY NOTES.
EXP. MATERIAL
..._6X6- W1.4XW1.4 W.W.M.
Chi ■� CONCRETE
r r
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r
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TYP.WALL FOOTING
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
EA. WAY
TOP ELEV.
F--1
3: 6"X3' -6"
—
4 #5 T & B
-1' -4"
C -2
X1 , -0
2 5
-
F_2
3'- 0 "X3' -0"
—
4 #5 T & B
-1' -4"
C -4
X1' -0"
4# 6
# 3 0 8"
:0
WF--16
16 "X12"
2 # 5
# 3 Q 8"
COLUMN SCHEDULE
MARK
SIZE
REINF.
TIES
REMARKS
C -1
8"X8"X10*
2 5
-
-
C -2
5"X8"X 10"
2 5
-
C -3
8"X12"
4 5
# 3 0 8"
C -4
8"X 16"
4# 6
# 3 0 8"
:0
C -5
8"X27"
6 1 6
# 3 Q 8"
SC -1
8"X12"
4 # 5
3 0 8"
STARTER COLUMN
SEE DETAIL 5/S -3
WC -1
6"X6"
-
_
WOOD COLUMN
SEE DETAIL t S -2
uA;T,T,Al IQ ► M A i1
ALL BUILDINGS PRE-CONSTRUCTION ..• •i
AGAINST SUB-TERRANEAN TERMITES AS PER FBC 1816.1.7. A CERTIFICATE
OF • - TO THE BUILDING
THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
STATEMENT: 'THE BUILDING HAS RECEIVED • COMPLETE
FOR PREVENTION OF •
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA'
DEPARTMENT • AGRICULTURE • r n
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