HomeMy WebLinkAboutRevision 12-19-0710/15/2007 09:07 7724625267 ST LUCIE CO PAGE 01
OFFICE USE ONLY:
DATE FILED: fQl PERMIT NUMBER: 3Lc - o
REVISION FEE:
RECEIPT NO.:-:�I�-
--JD- 01-0
ST. LUCIE COUNTY
I
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING'��
2300 VIRGWA AVENI
FORT PIERCE, FL 34982-5
.462-155.3.
APPLICATION FOR BUILDING E
PROJECT INFOR-MATION.
1. LOCATION51TE
ADDRESS: —
2. DETAILED DESCRIPT QNS OF
REVISIONS- I �' " "?
3. CONTRACTOR INFORMATION'
ST. OF FL PEC./CERT# CC C /SU
5
ADDRESS!
4
CITY:rG
PHONE (DAYTIME):
.ARCHIT/F-LNGINEER-
xf/4
N AN I E:
ADDRESS- '7
CITY:
PHOSE (DAYTINIE):
JECT sk�i
I- '-
-/10
�\ %wo"
St . tl:CIE C0l:,N'T't'CF-RT.-m
STATE: 177t ZIP:
FAX
FAX#
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stiucieco.govice
Date:
19 December 2007
Job Address:
4808 WATERSONG WAY
Received By:
gerstemi
Paid With:
CK
Paid By:
PHOENIX REALTY HOMES INC
Building
Receipt
Receipt #: 0000059614
'ermitNumber: SLC- 0706-0061
Amount: $50.00
�redit Card Number:
Check Number: 133
Sign:
03 TIES q 12" O/C
8-% CONT. BARB
PLAN
GRADE REAM
(REFER TO PILE LAYOUT)
REINFORCIMENTS
18" INTO GRADE SEAM
in
,EXTEND
,i
TYPICAL 18" DIAM. AUGER -CAST
CONCRETE PILE /� J
NTS
/8#5 SHORT WAY
4*5 LONG WAY
405 EACH WAY
TOP E BOT.
1-7
I
r— --- F
L—------- —J-
1'-31 3'-6" l'-Y 1
6'-0" 2'-6"
DOUBLE PILE CAP SINGLE PILE CAP
(DPC) (SPC)
PILE CAP DETA I L_S
8' SHAFT WALL BEYOND
8' SHAFT WALL
GB2BEYOND
5' NON-REINF. SLAB
O'-O' BFF
a
GB2
��
U4 a IT O/C BOT.
#4 a ITO/C TEMP.
— 6' REINF. SLAB
O3 ELEV. PIT DETAIL
SCALE: N.T.S.
GARAGE DOOR RECESS
(SEE ARCH.S) SLOPE
-I'�.
8' WIDE THICKENED EDGE
1/2" BITUM. JOINT 7-0' BFF
16' — AUGER -CAST PILE
GRADE BEAM
(REFER TO SCH)
�4 SECTION AT GARAGE D002
SCALE; N.T.S.
CONC. TIE BEAM
18" DIA. AUGBRCAST PIIJ=
24'-0" E)FF - MIN. PILE TIP ELEV.
VERIFY WITH GEOTECHVICAL REPORT
0 TYPICAL NON FQANGIBLE WALL_ SECTION
SCALE: N.T.S.
CEILING
5/8' DRYWALL ON
I X P.T. FURRING
8' FRANGIBLE MASONRY WALL PANELS
INFILL BETWEEN CONCRETE COLUMNS.
DO NOT TIE WALLS TO
COLUMNS/FOUNDATION FLOOR
SLPPORT BEAMS
POUR FIRST COURSE OF
MASONRY WITH CONCRETE INTO
4' WIDE X 7 DEEP KEYWAY
5' NON -REINFORCED PLAIN CONCRETE
SLAB ON GRADE W/ 3' DEEP SAWCLITS
• 5' O/C EACH WAY (25 SOFT PANELS MAXJ
n ,O'-0" FINISHED FLOOR
O' F.F.
+10.O' NGVD
C 1 =__4
FILL TOP MOST COURSE
W/ CONCRETE WHERE
BEAM D-2 IS POURED
b5 a 48' O/C IN FULLY
GROUTED CBJ_ DO NOT TIE
TO GB OR STRUC. BEAM ABOVE
-O'-5' BFF
BFF
I
-4'-0' BFF
i
18' irE
AST PIIF
W/ OR CONT.PIL
I
-24'-0" BFF - MIN. PILE TIP ELEV.
2 TYPICAL 8" FRANGIBLE WALL SECTION
SCALE
GRAIDE 5EX'l &CHEIDULEJ
MARK
in a
WID. x WT.
ELEVATION AT
TOP OF GB
REINFORCMG
a3 NOOPS
(TYPE T-1)
ARKS
TOP
MID
STM
G5-1
22x24
4-0" HFF
4) #1
-
4) aT
all T.O.
65-2
22x30
0'-0" 13FFF
4) rl
2) a5
4) #7
12" TO-
G5-3
22x24
-2'-0" BFF
4) a7
-
4) 41
® 8" T.O.
GE1-4
22x24
-2'-0" BFF
(4) al
(4) M6
(4) 07
8" T.O.
�j INDICATES 16" DIAMETER AUGERCAST PILE W/
O� A CAGE OF (8) *6 VERT. WM TIES 0 12" O/C FULL DEPTH OF PILE.
PILE CAPACITY SHALL DE 35 TONS &
0 COLUMN SCI�DUL
MARK
SIZE
REINF.
TIES
REMARKS
Cl
3' DIA. PIPE COL.
STD STRENGTH STEEL PIPE
SEE NOTES 1-3 BELOW
C2
8"XI2' CONIC, COL.
4 #5 VERT.
tt3 TIES a 8" O/C
C3
12'XI2" CONIC. COL.
4 #5 VERT.
tt3 TIES a 10' O/C
C4
12'X20' CONIC. COL.
8 #6 VERT.
tt3 TIES a 8" O/C
C5
T.S. 3-1/2'X3-1/2'XI/4'
FY - 46 KSI
SEE NOTES 1-3 BELOW
I. 12'XI2X3/4' STEEL BASE PLATE W/ (4) 5/8' DIA.'.P BOLTS 8' LONG (60
2. STEEL COLUMNS SHALL NOT BE CONCRETE FILLED AT JOBSITE - WRAP IN 545EMOCK
FOR FIRE RATING OR SHOP FILL PRIOR TO PLACING TOP PLATE TOP AND BOTTOM
PLATE SHALL BE ONE SOLID PIECE WITH NO CUTS
3. TOP PLATES SHALL BE 17XI2'X3/4' THICK LINO.
A 8'X8'X5/8' STEEL BASE PLATE WITH (4) 5/8' DIA'J BOLTS 8' LONG (6/2)
PILE NOTES
AUGE12CAST CONCRETE PILES
PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 12' OF
PILE STEEL TO PRO-E:CT INTO CAPS AND GRADE BEAM. ALL PI1-E WORK SHALL BE DONE
ACCORDANCE WITH RECOMMENDATIONS FOR DESIGN, MANUFACTURE, AND INSTALLATION OF
CONCRETE PILES' NO. 70-50 IN ACI 54312-74(80). PILES SHALL HAVE THE SPECIFIED
CARRYING CAPACITY.
ALIGE12CAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY
A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF 5000 PSI IN 28 DAYS.
WITH A MINIMUM 6' SLUMP.
FOLLOW ACI RECOMMENDATIONS FOR SALT WATER ENVIRONMENT.
V
�% Y Ova\Otl
-� ;C\ UN
100 TI,
T„hR1 ��C
m
I
L
h
ti
m
m
28'-0'
8'
8'-,r
10-0'
6-4'
8'
—
654
—
654
— GB4
I�
—r
J
—L
L—
5'-a 5-7
8'
— 654
654
654
6134
=
m
=
2
S-I
h
e0
IT-6
8'
— � ¢
"100, NGvv 1
I
Y NON -REINFORCED SLAB ON GRADE WITH
3' DEEP SAWCUTS a 5' O/C EW. NO PANEL
q.
tN
SIZE EXCEED 25 SOFT.
I
I
i
I
I
6132
i
_
-r E )GE OF G5 IS
EDGE OF PIT
3
5-1
'4 O/C EU)
OT. IN 6 115TRUCT.
L
— _ — SLAB g ELEV PIT
(Of 2
13-17
7-6
6-7 T-6'
'4
l'3
6'
0
tv
Fv—F:
GB4
F
b" )51
FF.
l m
+73�VD
+8�'NGVD I
O
—
634
m
:o
co
654
GB4
IO'-7
10'-7 4
5-1
7-a
2P-0'
28'-0'
I
J
1 EP
L
N
@nl
;p
�b
pz
/j 1DW617/G/?AL7EBEA & SLAB/'LAN �� S I'E ti E INTC. EERING
I''dC.
SCALE, 3/16"=I'-O" 7601 i'v. T'deral Hwy.
Suite 205-B
Roca Raton, FL 33487
� (561) 997-4(191 (561) 997-5E63 Pax
DEC 12
PLS 43205 EB R340
LL 1 2007
PROPOSED
LOT:33 - ALTERNATE
WATERSONG WAY
PARCEL: WATERSONG
PORT ST. waE CO.
BY:
ROAR-BHD
PROJECT NUMBER: 5199
REVISIONS:
�12-10-07 REV. PILE DIAI`15.,
GB ELEVS. 4 ELEV PIT.
06
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PILING PLAN
Datc
08-01-05
Drawri by
HDN, REAM
Checked
RJR
Rcd Lincs
RJR
Scale
npprcwa.l
perm li t.
Coxistruction
II s-l.o II