405 skate rd foundation repairs 2014 }
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MATERIAL LOAD CAPACITY
s 1 Kip=1000 lbs
4021 Commercial Bracket 80 kips ultimate
n
2718 Push Pier 70 kips ultimate
— D-1 THRU D-3 STAN ARD 2-718"0 LOW-PRO W/
STANDARD FOUND TION BRACKET 4041 Porch Bracket Skips capacity
— E-1 THRU E-3 STAN DARD 2-7/8"0 LOW-PRO W/ MwRnN=&AssociAmn
STANDARD FOUND kTION BRACKET 4064 Hydraulic Slab Bracket 20 kips capacity SiRUC7URALENGINHFRS.PA
— F-1 THRU F-3 STAN ARD 2-7/8"0 LOW-PRO 4061 Fold-up Slab Bracket 20 kips capacity rA0XM aaM011 o
rax NgnVo,eza
W/BEAM BRACKET - —4065 Beam Bracket 10 kips MMME"FACK C
G-1 THRU G-3 STAIN DARD 2-7/8"0 LOW-PRO
z W/BEAM BRACKET 4550.2375 2 3/8{Fall Tie Back 42 kips capacity
-SINGLE STORY
-BLOCK/BRICK
2 318 helical piers 3000 ft-lbs max torque L
a 30 kips max capacity Q
a12 kips normal use V
= 42 kips tension
U 0
—2 718 helical piers 56500 ft-ibis max torque
80 kips ultimate capacity
30 kips normal use
i 20'-0" 64 kips tension /^� �?
> W 3-- 3'/s helical piers 11000 ft-ibis max torque V
-01 -01 ' 99 kips ultimate capacity Q
41 kips normal use 0=,
81 kips tension
3
0 -00 -011 4'h helical piers 21000 ft lbs max torque
rt 150 kips max capacity
88 kips normal use
-01 -01 150 kips tension
-01
N The formula we use to calculate capacity of a push pier is what pressure you are ,��� � I F l
z reading multiplied by 16.16 on the small cylinders and X 20 on the large ones 4Q � Cif ��',k
n 0+ Example 2500 psi X 16.16=40400 Ibs 61133 Nrol
0
o The formula for helical is a little different.You multiply your torque and the " !, •,_
E -01 -01 1 empirical factor,the empirical factor is determined by what type of soil you are in
It ranges from I to 10.We usually use 8 or 9 empirical factor.Example 2500 it Ibs � 5T
of torque X 9=22500 -V '70NAI-
c% oRk
THE INSTALLATION AND DESIGN METHOD UTILIZED
} c0 `o I TO IMPLEMENT THESE PIERS ARE IN ACCORDANCE
I1 WITH THE 2010 FLORIDA BUILDING CODE.
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144573
` 2 PIER PLACEMENT DIMENSIONS MAY BE ADJUSTED bN"
o of o1 -��1 UP TO 20%
i E,
ao
01 1 -4 awwllN
1 o FURTHER PIER IMPLEMENTATION MAY BE &
io REQUIRED.
INSTALLATION OF PIERS WILL BE INITIATED AS A
-1 -2 Iav KO-Coe
D-1 2 n-n" V 6'-0" ,, PRECAUTIONARY MEASURE TO CORRECT
SETTLEMENT OF THE EXISTING FOUNDATION.
to'-o" to'-o" 22'-0" ,
Me tLoaErr PLAN
ALFRED PHILLIPS
RIEsVEWEDFORC EC01MPL �"�`
405 SKATE RD.
CITY OF It _y 7,
ATLANTIC BEACH, FL. 32233 S PERMITSFO€'�AI�I�I'i" ONA I � � �-wr
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� �Y&WEDBY:/ �� D��1!� �j j .��� � .� :ILE S1 ,60
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S
2 7/8"0 HELICAL PILES AND ANCHORS
O O
MIN Fy=65 KSI
STEEL PIPE I
FlArrnMta a1 ASSOCIAMM
- I I STRUCTURAL ENGINHERS,PA
wAw I prow[a" lon
Guam fa
FAX w41wlGfE7!
I I
FLOOR BEAM BRACKET ' ' �`
#4065.2875(2 718"shaft) � � !
< CUSTOM 4140 __I I _ #4065.35(31/2"shaft) p k 1 Q
MACHINED THREADED "A" #4065.45(4 112"shaft) ` = W
a INTERNAL COUPLING U
� Primary Applications
O •Ram Jack's unique floor beam bracket can be installed on top of a
helical pier extending above the floor stab(instant column)to support
TYPICAL HELICAL VV!!
m sagging overloaded or under designed door beams.
9 MIN Fy=50 KSI EXTENTION Features/Benefits IL
STEEL PLATE 3 PITCH •can be custom built to fit almost every sized floor beam
O wBw wBw Designed to fit on top of a2 7i8',3 1i2•or 4 1)2"dia.shafts
P+) depending on required loads {
EXTENSIONS Helical pier shaft extending above the flow slab:viii have to be N Y
sized and designed as an unbraced column :� �} V
Adjustments can easily be made with a hydraulic Crottle jack i. .. �.,
z THE TYPICAL SPACING I CAT# wAw ICC-ES Four (4) 1• diameter alt-thread boils are used W ease of — a 3:
adjustment and stability ,,
FOR HELIX PLATES IS 3 4382 Z-0 X '
Cag screws can be used to attach bracket to beam
x
TIME THE DIAMETER OF •No welding required for er powder
� tI�3 3-6 X •Thermoplastic co-polymer powder coated
THE LOWER HELIX. SINGLE HELIX DOUBLE HELIX x385 5'-0 X Materials/Parts
i 4387 T-0 X Steel plates-minimum F,of 36 ksi
Bracket sleeve of
a LEAD SECTION LEAD SECTION
Four(4).1 diameter ail-thread halts with nuts(ASTRS-133) It4i IN*f
Shipping/Ordering i ( �`t�1 QC,�T �
C •Shipping weight is approx.40 lbsa.
24 brackets per pallet order
z •Standard Production Item-Please allow 10 business days
D before shipping ,'►r, "vf .,,
oTYPICAL ANCHOR Additional Pier Assembly Items = 61
i ASSEMBLY .Lead section with helixes
Specified diameter pier extensions(Ref.page 42) +.•..
LA TIC COATING PER ICC-ES AC 228. 4 R 1
2. REFERENCE POLYETHYLENE
ON AND LEAD SECTIO TABLES FOR TYPICL LENGTHS AND HELIX COMBINATIONS.
3. SHAFT MATERIAL IS 2 7/8"DIAMETER,0.21 r WALL THICKNESS AND MINIMUM Fy=65 KSI PIPE. www.ramjack.com (888)332-9909
el 4. HELIX MATERIAL IS MINIMUM 50 KSI CARBO STEEL.PLATE THICKNESS AVALIBLE IN 0.375"AND O.T. aaww�e
5. CONNECTORS ARE 4140 CUSTOM MACHINE THREADED INTERNAL COUPLERS.BOTH MALE AND FEMALE COUPLERS Page 285 144573
ARE SHOP WELDED IN PLACE.
6. NOMINAL SPACING BETWEEN HELICAL PLA1 IES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX.
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND &MAR
MANUFACTURING PROCESSES. �
s 8. ALL WELDING IS TO BE DONE BY WELDERS ERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1.
9. SEE ICC-ES EVALUATION REPORT PFC-5996 AND RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUES Q
AND/OR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT.
ert.toN-oioe
b STRENGTH RATING
MAX.TORQUE STRENGTH- 7.000 FT-LS °w""wg
ULTIMATE CAPACITY(TENS( "-0&0 KF' PRoo�»sit
ALLOWABLE CAPACITY(TENSICOMP)-31.5 KIP-
� ouworrow�wlratwue
'BASED ON A TORQUE FACTOR(Kt)=9 CONST MMON SIErr
"W/SAFETY FACTOR OF 2 BEING APPLIED
CAPACITIES ASSUME PILES ARE FULLY BRACED NITH
NO ECCENTRICTY '"BOLTING OF BRACKETS IS NOT REQUIRED
S290
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