808 Amberjack Ln Foun18-0006 dwgs 1INTERNAL
COUPLER
4'MAX
LIFT HEIGHT
9'
PIER
STARTER
AP-2-UFB-2875
UNDEIa
FOOTING BRACKET
FRICTION
CATALOG NO, PSA1034
CP3 OR PSA1055 IG3
REDUCTION
II
ii
9j'
f_ 4,
CONCRETE
` '•:
im —
7p --�
Ij�
FOOTING
PIER
+
4j'
STEEL PER
BRACKETA572 STRENGTH G
.�:, e BRACKET
I
O
TYPICAL INSTALLATION
1j'SLOT
3. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER
TO FIT 5/8' DIA
SECTION 5 OF THE AWS CODE DI.I.
O
TOP PIER
ANCHOR BOLTS
13�'
41,
3
PLATFORM
PIER
EXTENSION
O (
op
lJ
7R'
INTERNAL
COUPLER
4'MAX
LIFT HEIGHT
9'
PIER
STARTER
I
�j J
FRICTION
L_�:
-NVTES-
REDUCTION
II
ii
COLLAR
f. BRACKET FINISH AVAILABLE IN PLAIN CPI OR HOT DIP
GALVANIZED CGI PER ASTM A153 -(LATEST REVISION).
STEEL PER
BRACKETA572 STRENGTH G
I
ASTM MIN YEILD O SI.
TYPICAL INSTALLATION
3. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER
SECTION 5 OF THE AWS CODE DI.I.
4. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED
WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND
MANUFACTURING PROCESSES.
AP -241F-875 sYSY®A COMPONBaTS
I ! I
I 'T—
�_TMo4BaA�
_ ... _ _ �_ -_
5, 7W0 5/8 DIA PIER PINS (PART#PSA1030) CONFORMING TO
Tap Floc i
Fler
St ft, !Ptah Plea P1. I
i !
yy ..I UM_ta
ASTM A29 GRADE 10821 ARE REQUIRED FOR EACH PIER.
6. LIFT SHIMS (PART# PSA1031 OR PSA1032) SHALL BE USED
Flatkm Sedim
ab #ler m (cEy) I
Icy)
sedim
Sleeve sleeve
i
capadty I capadty
paps)
REQUIRED UP TO A MAXIMUM HEIGHT OF 4 INCHES.
-IoM_
FSA1039 AP3dIF3FtS9�(Tj (1441`I 1 t 1 '--
9
9 '
_i.-
NA !
— —W _..
7. REFER TO DRAWING SAE002 FOR TDP PIER PLATFORMS.
F�A�17 AP24JE._=M155 �A [11'AI f 1 j 1 I
--
9
9 �
_. _.,
_7
_ _ _.
-�-
- _
8. REFER TO DRAWING SA1003 FOR PIER SECTIONS.
t
Fe16 n JAP3LF4UM65 [AGN I1"I 9 9
9
1 1
NA NA
30 80
MAIW54 1 I 1
9 -
1
NA 1 _ NA
30 00
FlJN747 {AP241F.T5.9S5sa�I14 -0'y i 1 _ 9
'
3 _
F 9
br _. -. 1 I
35 Yd. —
ATLAS*
Fl1+A78s 65M APQ41F�751IPAI I144y1 1 9 1_ _
r
FelNisS AP•id1F-� CON4'-q1 1 9
5
3
1
9 I
0° _ 1
o� ,
35 70
36 ro -
--
AP-2-UU�F(BV-2 75 c
_ -
iG5M
P .AP-3LF,2s)5.9891A FOI I94 -0"g 9 ,�_�_
-
1
- -.
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i
I
.
SHEET NOTES:
1. A P1 thru P 4 - 20 KIP capacity Atlas Piers.
2. NOTE: Actual Pier locations may be moved as necessary
to avoid underground utilities, obstructions, etc.
3. NOTE: Upon completion of Pier installation, all Piers
may be loaded.
4. NOTE: Following completion of underpinning operation,
a cement based grout shall be injected to fill voids
created during underpinning.
5. NOTE: Installation records shall be kept durinji the
underpinning operations.
6. NOTE: All Pier materials shall be hot dipped galvanized to
prevent corrosion.
REVIEWED FOR CODE COMPLIANC""E
CITY OF ATLANTIC FE Cs -
SEE PERMITS FOR ADDITIOiNAL
REQUIREiI.;EIVTS AND CONDITIONS
REVIEWED BY:--_ DATE: a
tACMA
0. A ®®
`��;� ;,IGEN` •. v®®®
�• 9 s
No 42677
'fl • ••CC
-53s
' STATE OFIIJ
.00,�®
.LOR1Q•• N
44'IIgo nits'
eUFFICE 1
t deet this ropok plan hes been- - It Wd
mm the Fla4ft 2017 p esln
the bed avalable *Allo Die plan
CKW on has bow WWvW d
Projects In the ores The pier 6s - a ewWq
1Wlaue est wee home ': wttsd beef
Hanuftbes to sagely oarry the to
IqWafl the affected pwUnn of Oft sbucWm
811 C. McMahan Jr, P.E.
Registered FI. 42677 '
- SAW -CUT
Beach, n aride
FOUNDAInON REPAIR PLAN
SASSER,F1ANCY
808 AMBEPUACK LN
Atlantic Beach FL 32233
DRAYM: 8CM DATE: //-30 _/S SCALE:
CHECKED: 8CM JJOB NO: 140 1 /(//s