HomeMy WebLinkAboutMISC LETTERCool `and Cobb -Engineering Company
Date: 11/26/18
Job: Susan Morris
Location: 11647 Twin Creeks Dr SCANNEb
Fort Pierce, FI.34945 BY
St. Lucie County
PILING DESIGN ANALYSIS
The load requirements for the pilings designed to assist in supporting the identified areas of the subject
residence were determined. The selected piling locations and the specific piling are identified on the Pier
Identification and Location Plan attached. The calculated total loads on the piles in the specific location,
including both dead and live loads are documented in the attached table which is designated as Attachment "A".
Based on the total load requirements for each of these piles, the 5k driver is to be employed. The 5k torque
driver should be employed with a selected gauge pressure of 1,750 psi, which will provide pile capacity,
including the 2 to 1 safety factor of 26,746 lbs. which is greater than the maximum calculated total load of
13,000 lbs. which occurs on the pile identified as no. E-1 . Based on this analysis, the use of the 5k torque
driver for the Ram Jack piles with a specific gauge pressure of 1.750 psi and a minimum depth of 10' is
approved and certified as meeting all of the requirements of the Florida Building Code 2017 611 Edition, and good
engineering practice. This is not to be the primary support structure, but a supplement support to assist in
support of the weight of the structure, which will reduce the total pressure on the existing soils. After
completion of installation, Cool and Cobb Engineering Company shall be supplied with a drilling log of the
location and depths of each pile installed so they can evaluate the installation and prepare the "As Built"
drawings.
General Notes:
1. All piles to be installed in accordance with ICC ES AC 358
2. A log of each pile to be kept by Contractor noting depth and final torque installed for each pile.
3. Minimum pile depth to be 10'-0"
4. Helical piles installed less than 48" apart are to be battered 10° away from each other.
S. This design is based on the loads of the structure placed on the shallow soils under the structure.
6. No deep soils geotechnical testing information was provided for this design.
7. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706.
11/26/18
Carl Cool, P.E. '
State of Florida
Fiofr
iIw
1
TMESEPLi`:SA,'ID AIL PP. GFOSEDWOSX
ARE SUMECT TO ANY C6MECYI0, is
REQUIRED SY FIELD INSP CTORS THAT
'My 9E NECESSARY IN O§DER TO
COMPLY WITH ALL A*ICAl.E CODES.
lq�l -�53
BUILDING I
FOR
DATE
MUST lPq KEPT ON JOB OR
NO INSPECTION V41LL BE MADE
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBIUTYOF THE
CONTRACTOR OF RECORD
203 W. Main St.
Avon Park, FL 33825
CA No. 29713
Office: (863) 657-2323
Fax: (863) 657-2324
_ D-1 THRU D-14 2-7/8"0 HELICAL PILES
W/ STANDARD FOUNDATION BRACKET
_ E-1 THRU E-4 2-7/8"0 HELICAL PILE W/
STANDARD FOUNDATION BRACKET
SINGLE STORY RESIDENTIAL
BRICK / WOOD / SLAB
crpJl�I i
1
� rcl)
SUSAN MORRIS AA
11647 TWIN CREEKS DR. ti�MV�
FORT PIERCE, FL. 34945 v
D4 \E� 0-5' D-6' D-7 D-8 D-9' '"`�J D-10 I
F-11 A F-12-13 F-14
D 3 -0.9
i
F-10 F-91 F-8 F-7 F-6
' c +As I� �—
,i _.� -.1 I .Z •,:' S'-p' 5- 0-1 5'-0:' SL 0•
m___?________-._. �___-____t____ ______ ____�_ _____ __a_-_ _
D-2 ? �. ' F-1 F-2 F-3 hF�-4 F-5
-1 "+ Y �—
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D-12
Cool & Cobb Engineerk Co
Carl E. Cool, P.E. 203 West Main Street
P.E. No. 16921 Avon Park, FL 33825
Date: WV 2 6 2018 CA No. 29713
PE No.10921
Cool and Cobb En ing eering Company__ _.-
Date:
1126/2018
Job:
Susan Moms
Location:
11647 Twin Creeks Dr
Fort Pierce, FI. 34945
Attachment "A" -
Total Load on Pile
(Live Load + Dead Load)
PILE NO.
TOTAL CALCULATE LOAD
D-1
12,000 lbs
D-2
12,000 lbs
12,000 lbs
D_4
12,000 lbs
D-5
12,000 lbs
D-6
-- _ _ 12,000 lbs
_D 7
12,000 lbs
p_g
12,000 lbs
D-9
10,500 lbs
D-10
10,500 lbs
D-1 ]
10,500 lbs
D-12
10,500 lbs
D-13
12,000 lbs
D-14
9,000 lbs
E-1
13,000 lbs
E 2
13,000 lbs
E-3
13,000 lbs
13,OOO lbs
4,550 lbs
F-2
3,000 lbs
F-3
3,000 16s
F-4
3,000 lbs;
F-5
3,000 lbs,
F-6
2,750 lbs
1-7
2,750 lbs
F_8
2,750 lbs
F-9
2,750 lbs
F-10
2,750 lbs
F-11
3,250 lbs
F-12
2,500 Ibs
F-13
2,500 lbs
F-14
3,250 lbs
11262018
Carl E. Cool, P.E.
PE# 16921
Maximum Total Load on Pile: 13,000 lbs
Cool and Cobb Engineering Co.
203 W. Main St.
Avon Park, FL 33825
CA# 29713
HELICAL DRIVER TORQUE CHART
5K Driver
Dealer :
Ram Jack Systems Distribution !1 HAMJAAK
13655 County Road 1570
Ada, OK 74820
Toraue Enuation :
Hydraulic Motor : (PI-e*dis)3lac'enient
Model: ParkerTF0140BS280AAAB T= (- ) C;car Ratio xy1
241<
Displacement (in') : 8.6
where: Pressure = hydraulic pressure (psi)
Gear Drive: Displacement = hydraulic motor displacement (in'
Model: Aubum 6SB1316F14 tl motor = motor efficiency
Ratio: 16.88 ti gear = gear drive efficiency
Torque Chart
Pressure (psi)
500
750
1,000
1,2501
1.500
1 1,750
1 2,000
1 2,250
1 2,500
1 2,750
1 3,0001
3,250
Torque (ft-lbs)
1 849
1 1,2741
1,698
1 2,123 1
2,547
1 2,972
1 3,396
1 3,8211
4,245
1 4,670
1 5,094
1 5.519
*NOTE: the torque can also he calculated at anr• ltvdraulic presta•e by mul iplying the pressure fir the psi'kurpu• fcuc lau .Jar this
helical driver which is 1.029.
Ultimate Capacity' 2,3
2 318" dia. shaft (K, = 10)
8,491
12,736
16,982
21,227
25,472
29,718
33,903
38,209
40,000
I
2 7/8" dia. shaft (K, = 9)
7,642
11,463
15,283
19,104
22,925
26,746
30,567
34,388
38,209
42,029
1 45,850
491671
3 1/2" dia. shaft (K I =8)
6,793
10,199
13,585
16,982
20,378
23,774
27,171
30,567
33,963
37,359
1 40,756
1 44,152
2
1 `NOTE
N
rn
Go
!i. Ullinuate capacity((L3„) = Installation Tar•rpue (7) .e Torrine Correlation Fac•tar(K,).
7r C.upucilies shown in table assatnes the pile is fully braced and has no eeretnrie loading.
3e d sgtely fiactor of? should be applied to the ullintate capacigv to obtain the working load capacim.
Qt 7iu7pte rating fin• 2 318" pile is 4,0011,Jt-lbs 0.336 psi)
Cool & Cobb Engineering Co
203 west Main SMebt
Avon Park, FL 33626
-CA No. 29713
PE No.16921
NOTES: UNLESS OTHERWISE SPECIFIED
3 1/2" O.D.
(FY=MIN. 65
FASTENING ST
1" DLA. ALL T
AND NUTS
I U IV 3 1/2" DIN. BRACKET
TOP VIEW 3/8" BRACKET SEAT -
NOTES:
1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC
228
3. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN e
QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING
PROCESSES.
4. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5
OF THE AWS CODE D1.1.
S. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY
INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION,
BRACKET, PIER SHAFT, HELICAL PLATE, AND BEARING STRATA, AS WELL
AS THE STRENGTH OF THE FOUNDATION BRACKET CONNECTION AND
THE QUALITY OF THE INSTALLATION OF THE PILE. YOUR ACHIEVABLE
CAPACITY COULD BE HIGHER OR LOWER THAN THOSE LISTED DEPENDING N
ON THE ABOVE FACTORS.
6. RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUES AND/OR
CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT.
�." �a•. f
tM 2. � .
IL
II
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°r>
I
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FRONT VIEW
SIDE VIEW
• DIMENSIONS ARE IN INCHG5
• TOLERANCES: ANGLE 21'
3 PUCE DECIMALS
t .010
2 PLACE DECIMALS
t .02
• REMOVE ALL BURRS AND SHARP
E l
• PARENTHETICAL INFO FOR REF ONLY
HOLE TOLERANCES
013 128
251
THRU*m1 THRU�m1
THRU-m1
.125 .250
.500
501 751
'
1.OD1
TH
THRU•mI --- -
-ml
1 I
I �
'4038 PILE BKT.
A-51 EE TITLE S
10-2-08
,heCJkl
2 7/8" CIA. HELICAL PILE
4107.78
TYP. INSTALLATION
SCALE: 1"=1
THIS DRAWING AND ITS CONTENTS ARE
CONFIDENTIAL AND THE EKCLUSNE PRCLPLI
OF RAM JACK SYSTEMS DISTRIBUTION, LLC.
NO PUBLICATION, DISTRIBUTIONTOR COPIES
MAY BE MADE WRHOUT THE RESSED
WRITTEN CONSENT OF RAM JACK SYSTEMS
DISTRIBUTION, LLC. ALL RIGHTSIRESERVED
UNDER COPYRIGHT LAWS.
I
NGLi u.0
2 OF
CHARLES T. MARVIN
4038 HELICAL PILE BRACKET
NGM
4038-02-07
0
N
rn
2 %"0 HELICAL PILES AND ANCHORS - THREADED CONNECTION
"D"� CUSTOM 4140D PI "B"� CUSTOM D B PIN H DRIVE
B � THREADED PIN THREADED BOX PIN HOLE
3" PITCH
(TYP.)
LEAD SECTION
LEAD SECTION TABLE
CAT. #
"A"
"B"
"C"
"D„
4368
5'-0
101,
12"
4370
T-0
10"
12"
4367
T-0
14"
16"
4062
5'-0
8"
10"
4050
TO
12"
14"
`1371,
7'-0
10"
12"
14"
4360
5'-0
8'.
1 10"
12"
5280
10'-0
6"
1 8"
' MULTI -HELIX ARE SPACED 3 DIAMETERS
OF THE LOWER HELIX.
HELIX EXTENSION
HELIX EXTENSIONS
CAT #
"A"
"B"
4385.12
5'-0
12"
4387.12
T-0
12"
4385.14
5'-0
14"
4387.14
T-0
14"
EXTENSIONS
CAT #
"A"
4385
5'-0
4387
7'-0
4422
10'-0
OTES:
1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228.
2. LEAD AND EXTENSION SECTION AND PILOT POINT LENGTHS ARE NOMINAL. PILOT POINTS ARE
3".
3. SHAFT MATERIAL IS 2 3/"OJ, 0.217" WALL, MINIMUM Fy=65 KSI AND Fu=80 KSI.
4. HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KSI AND Fu=80 KSI CARBON STEEL.
PLATE THICKNESS IS AVAILABLE IN YB' AND Yz" THICKNESSES.
5. CONNECTORS ARE 2 Ys" O, CUSTOM 4140 INTERNAL THREADED COUPLINGS
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
AND ASSURANCE FOR ALL MATERIALS AND MANUFACTURING PROCESSES.
8. MANUFACTURER SHALL BE ISO CERTIFIED.
9. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE
D1.1.
10. RECOGNIZED BY ICC-ES IN ESR-1854. THE REPORTED ALLOWABLE CAPACITIES MAY VARY
oAovn nN, ruc enu rnniniTlnni Anon 0u F APPI ICATICIN AS DESCRIBED IN ESR-1854.
„A„
EXTENSION
STRENGTH RATING
TORQUE STRENGTH - 8,200
.TIMATE CAPACITY (TENS/COMP) - 73.8 KIP`
LOWABLE CAPACITY (TENS/COMP) - 36.9 KIP' -
BASED ON A TORQUE FACTOR (Kt) = 9
' WI SAFETY FACTOR OF 2 BEING APPLIED
`RECOGNIZED BY [CC -ES IN ESR-1854
CONNECTION DETAILI
I
JAC t
OWG.W :1.1S 1 1 fAT NO. SEE TARZ I I REV 1
10F,
1.
2.
3.
4.
5.
6.
7.
4061 FOLD -UP FLOOR SLAB BRACKET
FASTENING 11
G STRAP IGi
� � �
I�INII
G e
y II
III
IILI
q PIN
1"0x2%4"NUT
SIDE VIEW
3P O.D. SLEEVE
(Fy = MIN.65KSI)
NOTES:
POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC
228
REFERENCE PRE -CONSTRUCTION BRACKET CHART FOR ALLOWABLE
LOAD CAPACITY OF BRACKET ONLY.
MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN
QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING
PROCESSES.
ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5
OF THE AWS CODE D1.1.
THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY
INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION,
BRACKET, PIER SHAFT, HELICAL PLATE, AND BEARING STRATA, AS WELL
AS THE STRENGTH OF THE FOUNDATION BRACKET CONNECTION AND
THE QUALITY OF THE INSTALLATION OF THE PILE. YOUR ACHIEVABLE
CAPACITIES COULD BE HIGHER OR LOWER THAN THOSE LISTED
DEPENDING ON THE ABOVE FACTORS.
SEE [CC -ES EVALUATION REPORT PFC-5996 AND RAM JACK ENGINEERING
HANDBOOK FOR ALLOWABLE VALUES ANDIOR CONDITIONS OF USE
CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT.
PUNCHING SHEAR OF SLAB MUST BECHECKED.'PUNCHING SHEAR
NORMALLY DETERMINES PILE SPACING.
FRONT VIEW
m0famm
TYPICAL
INSTA(LATIOP
DETAIL
ALLOWABLE LOAD CHART
PART
NUMBER
DIAMETER OF
PILE
ALLOWABLE LOAD
CAPACITY
BEARING PLATE
AREA (IN')
4061. 3375
2'/"
15.0 KIPS
401N'
4061.2876
2 W
20.0 KIPS
401N2
• BRACKET WITH 2 %" PILE REQUIRES A 2 %" x 1'-0 SLEEVE
IN BRACKET. i -
FOtA UPStAfl fIMGNET IGihLGGNO.:SWTAtltES ) R1 .I
—?f�ry�--L11T�Yt�1�
DATE: U413ON0 I 5HEGf 1 OF 1
MIN 65 KSI
STEEL PIPE
CUSTOM 4140
MACHINEDTHRE
INSERT COUPUN
MIN 60 KSI
STEELPLATE
THE TYT'ICAL SPACIN
FOR HELIX PLATCS IS
TIME THE DIAMETER
THE LOWER HELIX,
2 3/8°0 HELICAL PILES AND ANCHORS
OR, (TYP.) o o
.A.
•C• .A. .�1.-
31 PITCH
Law.)
TYPICAL ANCHOR
ASSEMBLY
SINGLE HELIX
LEAD SECTION
DOUBLE HELIX
LEAD SECTION
TYPICAL HELICAL
EXTENTION
I. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC'228.
2. REFERENCE EXTENSION AND LEAD SECTION TABLES FOR 7YPICL LENGTHS AND HELIX COMBINATIONS.
3. SHAFT MATERIAL IS 2 318• DIAMETER, 0.100' WALL THICKNESS AND. MINIMUM 65 KS1 PIPE.
4. HELIX MATERIAL IS MINIMUM 50 KSI CARBON STEEL. PLATE THICKNESS AVALISLE IN a375• AND 0,5-.
5. CONNECTORS ARE 4140 CUSTOM MACHINED THREADED INSERTS COUPLER& BOTH MALE AND FEMALE INSERTS
ARE SHOP WELDED IN PLACE.
B. NOMINALSPACING BETWEEN )IELICALPLATESIS THREETIMES THE DIAMETER OFTHELOWE HELIX,
7. MANUFACTURERTO HAVE IN EFFECTINOUSTRY RECOGNVMWRIITENQUALRYCONT,1007ORALLMATERIALS
AND MANUFACTURING PROCESSES.
8. ALL WELDING IS TO BE DONE 9Y WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D 11.
0. SEE ICC..ES EVALUATION REPORT PFC55996 AND RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUES
ANDIOR CONDITIONS OF USE CONCERNING MATERIAL. PRESENTED IN THIS DOCUM:NY.
Carl E. Cool, P.E.
P.E. No. 16921
Date: Nov 2 6 2018
STRENGTH RATINU
TORQUE- STRENGTH- 3,004 FT -LB
BATE CAPACITY (TEN6ICOMP)- 30 KIP`
WABLE CAPACITY (TENSICOMP)-15 KIP"`
BASED ON A TORQUE FACTOR (KI) =10
- WG SAFETY FACTOR OF 2 BEING APPLIED
CAPACITIES ASSUME PILES ARE FULLY BRACED W"
NO ECCENTRiCTY
a
LEAD SECTION TABLE I
TV 'A•
`B" 'C,
I&ES
4322 V-0
6• 1(r
X
4324 V-0
8" 10"
X
4330 5-1)
T0• 12•
X
-. 4332 T=0
10" 17,
x
4346, r-0
0' -
x
434D VD
8•
X
4341 7'-0
8•
IX
4350 2'-0
10'
X
4351 3L
IOr
X
4342 S 0
10'
X
4343 T-D
1
x
4352 3=6
12'
I X
4344 5'41
12"
X
4345 7'•0
12•
X
• ICCES LISTING => PFC5990 t�
• MULTbHELIX ARESPACED 3 DIAMETERS
OF THE LOWER HELIX
FOUNDATION SOLUTIONS
o ?1S ETIOT.
Fr-
3.
4.
PILM oWMEfER
-1900"
1.Slir
t
0.140
0.100
R Qn)
0.626
0.775
FY
a0 o
aS.0
m (rnh
O=w
4.7'84
SA (!n`)
O-'+o0
0.6a0
Ze (rn')
OA21
0.W9
J (a{)
o.50a
1.m
Nam:
POLYMER THERMOPLMO COATNG PER ICC-ES AO
OL FOR ALL MATERIALS AND MANUFACNRrNr.
OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY
MENM INCLUDING THE CAPACIY OF THE FOUNDATION.
'G MATERIAL. AM REARING STRATA AS WELL
TM��FOUNDATION TBER M CONNEODON AND
. 1,i mnr�aN1149 MAOTFRIAL PRESENTED THIS ALLCUfABLE VALUES AND/OR
� i
r
PART
fmcc-�m
4223=
S-0
-.479t'di�'1
W-0
Copt & Cobb Engineering Co
2O3 West Main Street
Avon Park, FL 3a825
CA No. 29713
PE No.16921 'OP,
3-PO01F CRW 2 JA 0
SUP "fr CONNA. TO
FILE
1.9060 SLIP
JOiNF CO1Ii5N.
CEirl E. Cool, P.E.
PX. No. 16921
Date: N O1! & ffj
CHARLES MARVW
ri0
7M
Cool and Cobb Engineering Company
Date: 3/15/19
Job: Susan Morris RECEIVED
Location: 11647 Twin Creek Dr MAR 2 12019
Ft.Pierce, FI. 34945 ST, LOCIe County, Perr
1�0-oa�53 BY
St. Lucie County
Message: As of this date I have inspected the Helical Pile Installation Log on the above noted
project and based on the Pile Installation Log I hereby approve the installation as being in
accordance with the design completed and certified by me for this project. This certification
does not address any possible sinkhole activity as defined in Florida Statute § 627.706.
According to the 2017 6th Edition Florida Building Code and also according to the Approved
Plans
Sincerely,
3/15/19
Carl Cool, P.E.
State of Florida
Professional Engineer No. 16921
Carl E. Cool, P.E.
203 W. Main St.
Avon Park, FL 33825
Fla. License No. 16921
Office: (863) 657-2323
Fax: (863) 657-2324
Email: cart@coolandcobb.com
_ D-1 THRU D-14 2-7/8"0 HELICAL PILES
W/ STANDARD FOUNDATION BRACKET
_ E-1 THRU E-4 2-7/8"0 HELICAL PILE W/
STANDARD FOUNDATION BRACKET
- SINGLE STORY RESIDENTIAL
- BRICK / WOOD / SLAB
9)
SUSAN MORRIS 11647 TWIN CREEKS DR.
B A
FORT PIERCE, FL. 34945 IMMJACK
6'-0'
6-0 V-0 T-D- W-0
DA ' D-5
D-6
D-7 D-8 D. 9 i AO i D-10
D-11 D-12
-
F-11 i F-12 P-13 F -14
Y
io
3. i -0.3
D-13
F-10 F-9F-8 FJ F 6D-3
+
o-mm
-4.5
01-0.5L0'm
5'-0- 5'-4l
2
---------------
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______ ---- j_ _____ __
F-2 F-3 F-4 F-5
D-14F-1
EE2m
FIREPLACE
1
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E-44 E-3'
W-0-
S �
GARAGE
Carl E. Cool, P.E.
P.E. No. 16921
Date: MAR 1 5 7019
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coop a coup engineering Co
203 West Main Street
Avon Park, FL 33825
CA No. 29713
PE No.16921
f r
Install date: 311111
_ Susan Morris �_ ®� �_ 6—T '1I
11647 Twin Creeks Dr, Fart Pierce, FL 34945, USA �I�E �� fFl
(772) 489-3041
301gue mofM: TMqu./psi factor: RCCk fy.ISt:ta {piij; MiM1 EMbednlenl: Alin. lrstallatiCn Torque:
i iFteficdl
0 Driven
-) „
-�1.
`` h-
pfi
uJ
N-Ib
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'p
ktfi
,. He cdl
_
i „
it.
Psi
tt-!b
'
1 P
D Driven
�- .
U' '
,1�'
_
3
Helical
Driven
D ..
k
U-t�
tt.
psi
v
�.\UIII-Its
.1t' p
kin
Heficcl
Criven
r
'�
1U-s
L.
\ -
Psi
tt-db
� ^1��
���'p
k.
c
He7iCal
i „
If.
is�
pit
c,, fib
S1�9
�l p
ki
°
u Heiical
-� .
it.
Psi-�U\\AbPo
❑ Driven
\
1q-
Uw
Helical
❑Driven
tl.
psi
t-ib
p
k
_
8
kie{icOi
❑ Driven
-
7
- T
\� It,
Psi
9
i Heieal
v Driven
�
r'i4
YJ- 3
It.
psi-���a
kipF.:
t
10
Helical
❑ Driv
v"
_
\u-\)
` - ft.
psi
r� it b
hkip
\
Et
14 Helical
❑Onvan
Al
7 ,.
�rE3
.IN-%
It.
ly
rtrt psi
�W .A
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hereby cedlty the tog at the helical anchors Is true and correct and personally observed all anchors Installed and noted on the log.
el .: .
Supervisor
TCK i WMM I KWC ( CJP ( JBP I KDE I BMP I REP I JJM 1 (41�3 1 KJC I MJT
Date
Install Dater ® ,
t \ULjj rW,. e�v&,v_s nr. mar+ �Pr.--(t{ , FL_ 3i-i Sys
iarquemoiur-__a•7f`` larquelpsi factor;
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Pile installation Notes:
of the helical anchors is hue and correct and personalty observed all anchors installed and
Date
CWF I JRT I CWE I CJP I REP I KDE I CBH I BMP I RAD I MDN I LAQ I ft I REM I KJC