Plans TORQUE STRENGTH RATING - 5,700 FT-LB SSS EX TENSIONS
ULTIMATE CAPACITY*(TENSION/COMPRESSION)-57 KIP
■ BASED ON A TORQUE FACTOR (Kt)=10
PER ICC-ES AC358 SECTI❑N 3.13.2 ^
NOMINAL TENSION STRENGTH (COUPLING BOLT)-70 KIP -NOTES-
/V/O T/ES_
1. HOT DIP GALVANIZED PER ASTM A153-(LATEST REV. )
EX TENSION 2. LEAD AND EXTENSION SECTION AND PIL❑T P❑INT LENGTHS ARE NOMINAL.
3. SHAFT MATERIAL-H❑T ROLLED ROUND-CORNERED-SQUARE (RCS) S❑LID STEEL BARS
CAT, NO, 'A' 'B' 'E'
ICC-ES
CS ES PER ASTM A29; MINIMUM YIELD STRENGTH=70 KSI,
ESR EDsg 4, COUPLING BOLTS' 3/4' DIAMETER X 3' LONG HEX HEAD PER ASTM A325 TYPE1.
C150-0159 57-1/2' 12' 27-1/2' X 5. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY
C150-0166 37-3/4' 14' 27-3/4' X
CONTROL FOR ALL MATERIALS AND MANUFACTURING PROCESSES.
C150-0167 57-1/2' 14' 27-1/2' 6. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE
AWS CODE Dl. 1.
C150-0158 58' 10' 8' 7. SEE ICC EVALUATI❑N SERVICE INC. , EVALUATI❑N REPORT NO. ESR-2794 FOR
T150-0440 59' 14' 4' NOMINAL, DESIGN, AND ALLOWABLE STRENGTH VALUES AND/OR C❑NDITI❑NS OF USE
C150-0047 37-3/4' x CONCERNING INFORMATION PRESENTED ON THIS DRAWING.
C150-0008 57-1/2' x 8. REFER TO SA150-0001 DRAWING FOR LEAD SECTIONS AND HELICAL EXTENSIONS.
C150-0009 80-1/2' X
C150-0048 120' X
C150-0032 20'
C114-0009 11'
H
1-1/2' M 13-1/2' n
❑LID STEEL U
PLAIN EXTENSION , x SQUARE BAR •A• i
j 13/16' DIA.
j HOLE JLh/4_7UNC2A
INTEGRAL j
THREADS
FORGED COUPLING I pa TYP
'A'
0
DBA
THREADED ADAPTER
Qiiii4 TYP C150-0032 FOR !i
HELICAL EXTENSION i 1-1/2' SHAFT JS ,E,
11 0A
COUPLING BOLT
AND NUT
iiii
COUPL41 ING `q' jTH
BOLT AND A
SINGLE HEL IX
Nur -441
EXTENSION
mow Ali' ,--1--L1' .014/.12246-ifiW ADAPTER
PL AIN C114-0009 FOR
�- mem EAD SECTION EXTENSION 1-1/2' SHAFT
" I - --I CHANCE 3.�•HUBBEEL• POWER SYSTEMS
—__ {-____ 3' jPITCH
IIMMEICC—ES t:
LRE
I LISTED H THIS SSS EXTENSI❑NS
.NO
TYPICAL ANCHOR/PILE o OR COPIES c "F �. GT/PART/ FEL acv
ASSEMBLY ESR-2794 n!T`�comma u SC SA150-0047 SEE CHART E
'4,1,1,,,,,c1"8 111015 THE 00 NOT BENE I o,a n'KSH I o�4/25/05 I T 2/2
ri lI•i. TXIS O A lS
t
STANDARD UNDERPINNING BRACKET
FOR CHANCE TYPE SS5 AND 55150 HELICAL PILES
—14' WIDE BRACKET--J
li 1/2' NOTES-
, -6 1/2' 1. HOT DIP GALVANIZE PER ASTM A153-(LATEST REVISION).
LIFTING BOLTS 2. ASSEMBLE COMPLETE AS SHOWN IN SIDE VIEW.
7/B' DIA X 10' LONG 3. THE NUTS ON THE LIFTING BOLTS AND CROSS BOLTS MUST
BE TIGHTENED TO ACHIEVE A SNUG-TIGHT CONDITION AS
-{4 1/2'r. DEFINED IN SECTION J3 OF AISC 360-051 AS A MINIMUM,
NUTS MUST BE TIGHTENED 1/4 TURN BEYOND HAND TIGHT
CONDITION. DO NOT EXCEED 165 FT-LB OF TORQUE ON
el
LIFTING BOLTS DURING STABILIZATION OR LOAD LOCK OFF,
If
iiiiiiIIIII 4. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL ABOVE THE
111 3 1/4' MAX LIFTING BOTTOM OF THE FOOTING IS 10' TO 11' FOR MAXIMUM LIFT
DISTANCE DISTANCE.
O\ 5. FOR DETAILED INSTALLATION INSTRUCTIONS, READ CHANCE
I.....\ _-ti BULLETIN 01-9812.
,16. MATERIAL SPECIFICATIONS!
3i. SLOT BRACKET B❑DY PER ASTM A36 AND ASTM A570 GR. 50.
rO Flr =me , T-PIPE TUBE 1 HOT ROLLED MECHANICAL TUBING PER ASTM
DIA. ANCHOR A500.
T1. LIFTING BOLTS I HEX HEAD BOLT PER ASTM A325, TYPE 1.
FOUNDATION CROSS BOLT CROSS BOLT i HEX HEAD BOLT PER ASTM A325, TYPE 1..
2+ i. DIA X 44. 7. SEE ICC-ES EVALUTATION SERVICE, INC., EVALUATION REPORT
NO. ESR-2794 FOR STRENGTH VALUES AND/OR CONDITIONS OF
' "� 3 3/16' USE CONCERNING INFORMATION PRESENTED ON THIS DRAWING.
IIS'
FOUNDATION . 13 MAX HEIGHT ABOVE
<i--- ;
FOOTING r----; B TOM IF FOOTING
I
2g. BRACKET T-PIPE ASD ALLOWABLE STRENGTH IN AXIAL COMPRESSION (kips)1,2,3,4
CATALOG CATALOG PILE
'. NUMBER NUMBER MODEL
2500 psi CONCRETE5 3000 psi CONCRETE5 4000 psi CONCRETES
6.4v FIRM SOIL SOFT SOIL FIRM SOIL SOFT SOIL FIRM SOIL SOFT SOIL
FOUNDATION C1500121 C1500486 SS5/150 21.7 16.0 21.7 16.0 21.7 16.0
BRACKET
C1500121 C1500487 SS5/150 32.8 16.0 36.4 16.0 39.4 16.0
1Refer to Section 4.1.3 of ESR-2794 for descriptions of fixed condition, pinned condition, soft
soil and firm soil.
ANCHOR SHAFT 2Strength ratings include an allowance for corrosion over a 50-year service life and presume '.
the supported structure is braced in accordance with IBC Section 1808.2.5.
3Strength ratings apply to the specific bracket, T-pipe and anchor/pile models listed.
4See Section 4.1.2 of ESR-2794 for applicable limit states that must be evaluated by a
registered design professional.
5Refer to the specified compressive strength of concrete at 28 days.
Qiiifiiiri
ICC-ES Ta"A" ""T
" 'HUBBELL POWER SYSTEMS
LISTED �«•-•��•a-...q"" BRACKET, STANDARD
TYPICAL INSTALLATION M` M°'"`
FOUNDATION REPAIR BRACKET " ,... UNDERPINNING BRACKET
ESR-2794 ,�+. 'a WSW (W/"VIr/M �. �n
,,.�.', C ISA150-01211 C150-0121 IN
�.. "'°'"` w.. ...v DIIP ...10/1o/ie ow vi
-NOTES-
1. HOT DIP GALVANIZE PER ASTM A153-(LATEST REVISION).
2. BRACKET IS ASSEMBLED WITH THE 1' DIA. LIFTING BOLT INSTALLED INTO PIPE CAP, 7-5/8'
3. BRACKET IS DESIGNED TO BE USED WITH A 1-1/2' ROUND-CORNERED-SQUARE (RCS)
SHAFT ANCHOR PIER' INSTALLED VERTICALLY NEXT TO A CONCRETE SLAB. JULIAN DATE in4. BRACKET IS DESIGNED TO FIT CONCRETE SLABS - 4 INCH MINIMUM THICKNESS. CODE STAMP
5. RECOMMENDED SHAFT CUT-OFF LEVEL IS 1 INCH BELOW THE BOTTOM OF THE SLAB .1-3
FOR MAXIMUM LIFT DISTANCE.
6. DO NOT EXCEED 200 FT.-LB. OF TORQUE ON THE 1' DIA. LIFTING BOLT DURING 5-1/2' 6
STABILIZATION OR LIFTING.
7. FOR DETAILED INSTALLATION INSTRUCTIONS, READ CHANCE BULLETIN 01-9401. SQUARE
8. MATERIAL SPECIFICATIONS
BRACKET BODY, PER ASTM A36, I I
TUBE , PER ASTM A53 OR A500 STEEL PIPE. I�� ,/�`\ ��
BOLT , HEX HEAD BOLT PER SAE J429 GRADE 5. 11
ALLOWABLE VALUES AND/OR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED `� jj
IN THIS DOCUMENT, .���
5-5/8' ANCHOR BOL
CENTER-TO-CENTER
DISTANCE 1-1/2' (TYP)
It I
CONCRETE SLAB 0 a 3-1/2'
(COMPRESSIVE STRENGTH 1/2' X 1-1/4'
2500 PSI MINIMUM) ANCHOR BOLT ( ANCHOR BOLT SLOTS
-( 1/2' DIA. ) I
• 4 1' DIA. X 5-1/2' LONG I I 4'
MINIMUM .
4 LIFTING BOLT iJ
THICKNESS ' • . Co-- 15-1/4'
4 >•"` I ( PIPE CAP
I I \ I I MECHANICAL RATINGS ON BRACKET
I I WORKING LOAD: 5, 000 LB,
I I BOLT GUIDE
(PLACED BETWEEN ULTIMATE LOAD: 10, 000 LB,
'1-_-_ LIFTING BOLT AND
ANCHOR SHAFT)
_ ICBG
INSTALLATION DETA I L 12' L TED
E110
CATALOG NUMBER
C150-0239
CHANCE �'C);03 °HU33FLLa PUA[ SYST[ S
TOLERANCE CHART
TITLE
CONFIDENTIAL:TN5 DRAWING ND ITS LIGHT DUTY
"E`O"DOOML""'
HE
EX PROPERTY OF HU UNDERPINNING BRACKET ETPOWEER SYSTEMS.NO EARM,
DISMODUTION01COPIES
NAY
BEo-`
--------------ANCHOR rancor i[warmcaeEwr
Sae DEWS NO. GT/PART/ASSY NO. REY
1-1/2' RCS SHAFT ,,,, ,m SB SA150-0239 C150-0239 E
ALL RIGHTS MEWED UNDER THE DO NOT SCALE
COPYRIGHT LABS. us DriAvIN3 ORM BY KSH DATE 4/30/04 SHEET 1 OF 1
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