1660 Selva Marina Dr 2013 slab repair d MATERIAL LOAD C"ACITY
ERVICE PLAN MIKEL FOSTER
L21
r4/20/20.2 I Kip 1000 1&
1660 SEA OATS DRIVE
ATLANTIC BEACH, FL 32233 4021 Commercial Bracket 80 kips ultimate
2 7/8 Push Pier 70 kips ultimate
SLAB 4041 Porch Bracket 5kips capacity
***BACK***
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4064 Hydraulic Slab Bracket 20 kips capacity STMWMALMORMEMPA
10, 7- 4061 Fold-up Slab Brackert 20 kips capacity
1 12 El E4 10 kip
F8 4065 Beam Bracket
0 0 4550.2375 2 318 Wall Tie Back 42 kipsm.padly E3
PAVERS
+.4 +.6
5
D- 6- 2 318 helical piers 3000 ft-lbs max torque
34
30 kips max capacity
F 3 12 kips normal use
4 16' 42 kips tendon
L
F2
'A 2 7/8 helical piers 5500 ft-lbis max torque
80 kips ultimate capacity
9. +.3 28' +.4— 30 kips normal use
64 kips tension
2
4-
X
3 V2 helical piers 11000&1bis max torque
F1 4' 6 99 kips ultimate capacity
+.6 090
41 kips normal use
j 81 kips tension
81
NEW 4 helk-al piers 21000 ft-lb s max torque
ADDITION 150 kips max capacity
D
88 kips normal use 13
150 kips tendon
S. >0 of
8.
0 The formula we use to calculate capacity of a push pier Is what pressure you are ISO
66'
IF/
NO
N reading multiplied by 16.16 on the small cylinders and X 20 on the large oneL
Example 2500 psi X 16.16=40400 lbs
9E, D 6113�
2 8-
4.4 The formula for helical Is a little different.You multiply your torque and the
...............:
81 empirical factor,the empirical factor Is determined by what type of soll you are In
Lr -.2 10.We usually use 8 or 9 empirical factor.Example 2500 ft lbs OR%
rrom 1 to
DI ***FRONT*** 4 torq #11
SM
REVIEWED FOR CODE COMPLIAN
0.0 +.8 CE
S.
CITY OF ATLANTIC BEACH
13
SEE PERMITS FOR ADDITIONAL
J�
REQUIREMENIN AND CONDITIONS. 1"116
C-1 GARAGE 0�
IL 24' REVMWMBy.-fk?('�, DAM. /Z-2-(-1
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PM-CALI'TIONMY MEASURE TO AVOID FUTUFtE
SETTLBAENT OF THE EXNnM FOUNDATION.
JILUmAnnNim
FURTHER PIER RAPLEWNTATION MAY BE
+.9 +1.0 REMIREI).
D7 D8 9
24'
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*A1 RAM JACK HELICAL PILE
0131-136 RAM 3ACL HELICAL PILES AIR CONDITIONER
9D1-D9 RAM JACK HELICAL PILES & 4*
0 El-E6 RAM JACK HELICAL PILES GARAGE DOOR R:AAM cupollwa�MM&
OF1-FjMVtfijNLICAL PILES JACKO C0NffvRL9n=wr
u I
1) PILE PLACEMENT DIMENSIONS MAY BE FIELD ADJUSTED UP TO 20% FOUNDATION SOLUTIONS
2)SINGLE STORY RESIDENTIAL S100
3) BRICK VENEER SIAM
14)45+YEARS
T 14 "A6
RAM JACK DRIVEN PILE LOAD CONVERSION
SHEET 11-2 M41 TOPVIEW
(Hydraulic Pressure vs. Load)
S
*PSI Load(Ibs) *PSI Load(Ibs)
*Working Area x PSI Load
(lbs.) -------
500 8,130 500 FRONTVIEW
10,160
1,000 16,260 "Maximum working pressure is 1,000 20,320
4,000 PSI. Cylinder bursting
1,500 24,390 1'r>00 30,460
2,000 32,520 pressure is 5,000 PSI. 2,000 40,640 13
2,500 40,650
***When retracting cylinders you 2,500 50,860 SIDEVIEW
3,000 48,780
must subtract the rod area from 3,000 60,9po F/
3,500 56,910 71,1 1 RO No�
the bore area to find the working 3,500 611.3�
4,000 65,040 area.
4,000 81,200
not
IL
=46M
TYR
&MARr�
IN ON
2 71W DIAL
PILE
2 7W
STARTIM
RAAM
tJACIC
u ,
FOUNDATION SOLUTIONS WXT1WCWfflWKMWWREQU1=
S260
2 7/8"0 HELICAL PILES MID MCHORS
0
S)
MNFY-65KM
STEEL PIPE
1 4
TOPVIEW
N
"C'
CUSTOM 4140
MACHROED THREADED
& NTERNAL COUPLING
f
WWI
TYPICAL HELICAL
MIN Fy-50 KSI EXTENTION
STEEL PLATE 3o Pn'cH
"so ir
(TYP-)
EXTENSIONS FRONTVIEW
THE TYPICAL VACING CAT# OX ICC-ES
FOR HELD(PIATES IS 3 4382 X-0 X
TIME THE DIIAMETER OF 4383 7-6 X
10
L
THE LOWER HELIX
SINGLE HELIX DOUBLE HELIX 4M V-0 Xd
1 4M7 r-o X
LEAD SECTION LEAD SECTION
S
IDEVIEW
p
I F/
NO.
9i 6113
TYPICAL ANCHOR
ASSEMBLY
OR%
L
9 1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228.
2. REFERENCE EXTENSION AND LEAD SECTION TABLES FOR TYPICL LENGTHS AND HELD(COMBINATIONS.
3. SHAFT MATERIAL IS 2 7fir DIAMETER,0.21r WALL THICKNESS AND MINIMUM Fy-65 KSI PIPE.
4. HELIX MATERIAL IS MINIMUM 50 KSI CARBON STEEL.PLATE THICKNESS AVALIBLE IN 0.376'AND 0.5'. jm� cl
1"to
5. CONNECTORS ARE 4140 CUSTOM MACHINED THREADED INTERNAL COUPLERS.BOTH MALE AND FEMALE COUPLERS
ARE SHOP WELDED IN PLACE.
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND
MANUFACTURING PROCESSES.
S. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE 131.1 TYR
9. SEE ICC-ES EVALUATION REPORTPFC-5M AND RAM JACK ENGINEERING HANDBOOK FOR ALLOV*IBLE VALUES
ANDIOR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT. INSTALLATION
STREWTH RAT11%
ULTIMATECAPACITYME419COMP)-U0100
AUOWASLEWACffY0M0K*A"-31AKP-
FRAAM
kJACIC
BASED ON A TORQUE FACTOR(KQ-9 cx*mffnucTlomwr
**VW SAFETY FACTOR OF 2 BIBW APKJED
CAFAcnlES ASSUME NLES ME FUUY BRACED VWTH u I
NOECceinam FOUNDATION SOLUTIONS
-9OLlMOF@RACKETSISWrRBQUlRED S390