1305 Seminole Rd 2013 slab repair i
11MATERIAL LOAD CAPACITY
ERVICE PLAN ROBERT WILSON
10/29/2011 1305 SEMINOLE ROAD /x =r000tas
WE TLANTIC BEACH FL 32233 4021Commet
rcialBracket 70 kips ultimate
Pier
-
W1 4041 Porch Bracket Ski s
P capacity
62' wuers►awllwoa�o
4064 Hydraulic Slab Bracket 20 kips capacity s:
�s pA
Ora
4061 Fold-up Slab Bracket 20 kips capacity
4065 Beam Bracket 10 kips
4550.2375 2 3/8 Wad Tie Back 42 kips capacity
= 2 3/8 helical piers 3000 ft-lbs max torque }:
12 kips max capacity
kips normal use S
s 42 kips tension
31' 2 7/8 helical piers 5500 ft ibis max torque O
W 80 kips ultimate capacity
30 kips normal use tG
64 kips tension Z
I
— 3'/2 helical piers 11000 ft-ibis max torque
99 kips ultimate capacity
41 kips normal use
81 kips tension
a
4'/2 helical piers 21000 ft-lbs max torque
150 kips max capacity
88 kips normal use
_ 62' 150 kips tension
PORCH1 �PHt
E
i5TILE d!q
OO
9 The formula we use to calculate capacity of a push pier is what pressure you are � , � �
z 0.01 +.2 -.'S -.8 reading multiplied by 16.16 on the small cylinders and X 20 on the targe ones :Js, 1 F I �.�
it Bf Example 2500 psi X 16.16=40400 lbs v 611
O.
SLAB 33
GARAGE 0D2
The formula for helical Is a little different.You multiply your torque and the
40' amp irical factor,the empirical factor is determined by what type of soil you are in p
.It ranges from 1 to 10.We usually use 8 or 9 empirical factor.Example 2500 ft lbs E�� ORI
E
of torque X 9=22500 �sns�
i
D3 4
= E BURIEDRET FOR CODE COMPLIANCE
s STORAGE STACKED ELECTRICALp CITY OF ATLANTIC BEACHCl
22' IN MIDDLE OF GARAGE r '«
NO ELEVATIONS POSSIBLE
ti SEE PERMITS FOR ADDITIONAL tasMt°
�"T1
D4 ; REQUIREMENTS AND CONDITIONS.
REVIEWED BY: _ DATE.
7' s.tunRnNa
d DS
&MARttin
***FRONT*** 22' ��` FU PIER IMPL�IIIENTATION MAYBE w� 4W=
9D1-DS RAM JACK HELICAL PILES
GARAGE DOOR
191=�Nft PLAN
1` WATER PUMP
O BURIED ELECTRICAL RAM ..�
JACK® „�..,�
STRESS CRACK ��'
1) PILE PLACEMENT DIMENSIONS MAY BE FIELD ADJUSTED UP TO 20o [FOUNDATION SOLUTIONS S1 ,60
2) SINGLE STORY RESIDENTIAL
3) STUCCO WITH CMU BLOCK uovossuwaasms
41 SLAB
2 7/8"0 HELICAL PILES AND ANCHORS
--
a N Fy=hes KSI
M
STEEL PPE - w�eraalwoa�s
STIMOCTURALMIGNEMPA
\4TYP-)
yaw'
TOP VIEW
Lr
CUSTOM 4140 .C.
ED 'A' 'A'
MACHINTHREADED
IL
INTERNAL COUPLING V
�a
TYPICAL HELICAL =_
MIN Fy= KSI EXTENTION 4
r STEEL PLATE 3'PITCH
/gyp) �B� g � z.
�,, ,r EXTENSIONS FRONT VIEW
THE TYPICAL SPACING CAT# "A' ICC-ES
FOR HELIX PLATES IN 3 � 4382 7-0 X '
io
TIME THE DIAMETER OF 4383 3'-6 X
THE LOWERHELDC. SINGLE HELIX DOUBLE HELIX 4385 6-0 x
LEAD SECTION LEAD SECTION 43e7 r-0 x
m
i I SIDE VIEW
g � 1 I OSE 'k4
Jti q
TYPICAL ANCHOR 61133
i ASSEMBLY
fs ORI
9 1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC M.
2. REFERENCE EXTENSION AND LEAD SECTION TABLES FOR TYPICL LENGTHS AND HELIX COMBINATIONS.
3. SHAFT MATERIAL 13 2 7/8'DIAMETER,0.217"WALL THICKNESS AND MINIMUM Fy=65 KSI PIPE.
4. HELIX MATERIAL IS MINIMUM 50 KSI CARBON STEEL.PLATE THICKNESS AVALIBLE IN 0.375'AND O.T. .io.M
5. CONNECTORS ARE 4140 CUSTOM MACHINED THREADED INTERNAL COUPLERS.BOTH MALE AND FEMALE COUPLERS
IL 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.
y
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 REPORT PFC-5996 AND RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUES
AND/OR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT. INSTALLATION
i
STRENGTH RATING
MAX TORMM STRENGTH- 7Aelo FT43 awwwww=roe
pwooucr�
o ULTNATE GAPApTY(TENBIOOIP)-6SA KP•
ALLOWABLE CAPACITY(TENS/C A"-31S KP-
RAM ® �..�
•BASED ON A TORQUE FACTOR(KO s 9 J�� Now °tT
1111/SAFETY FACTOR OF 2 BEND APPLED
cAPACITMS ASSUME PILES ARE FuuY BRAC®w1TH
[FOUNDATION S O L UTI O N S S290
NO ECCENITRICTY "BOLTING OF BRACKETS M NOTREQUIRED