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GTPI278XX-SDR 8 7 6 5 4 3 2 1 FIXED HEAD-BRACKET

ADJUSTABLE HEAD

� MOUNTING PLATE REVISIONS

, FIXED HEAD rR.EBARHEAD FIXED HEAD

/MOUNTING PLATE

ZONE REV, DESCRIPTION

0

0

VARIABLE MIN

5 X HELIX�

AND BELDIJ 7,L

FROST LINE 7,L

0

0

0

0

7,L

7,L

- -

-

0

0

7,L -

7,L

9 - 11119 HELIX 9 - 11119 HELIX 9 - 11119 HELIX 1119-11117 HELIX<.375 THICK") 1119-11117 HELIX<.375 THICK") 1119-11117 HELIX(,375 THICK")11119 HELIX(,5 THICK") (1119 HELIX(,5 THICK") 11119 HELIX(,5 THICK")

3" PITCH 3" PITCH 3" PITCH

8 7 6

-

-

0

0

0

0

7,L

7,L

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-

0

0

0

0

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EXTENSION

CONNECTION

0

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4 INITIAL RELEASE

()

()

0

0

0

0

9- 10-11-

5 t 4 3

DATE DESIGN

Apr-04-17 R,M

0 0

0 ()

2 7 /8" PILE WITH MULTIPLE HEADS

DIJG SIZE B DIJG, ND GTPl278XX-SDR

SCALE 0.200 SHEET 1 OF 2

2 1

D

C

B

NOTES: 1-WELD PERFORMED BY SHOP QUALIFIED PER CSA STANDARD W47.1 PER DRAWING SPEC 2- HOT-DIP GALVANIZED PER ASTM AI53 CLASS B 3-TUBE MATERIAL STEEL PER ASTM A500 GRADE C , MIN YIELD 60KSI, MIN ULTIMATE STRENGTH 70KSI 4-REBARS CSA G 30.18 , HEADS+ HELICES CSA: G 40.21 5- THE RESPECTIVE ATTACHED HEADS MEETS OR EXCEEDS THE STRENGTH FOR MAXIMUM CAPACITY OF THE PILE FO TENSION AND COMPRESSION 6- TORQUE AT TUBE CONNECTION FAILURE POINT= 5,032 LB-FI 7-WALL THICKNESS OF TUBE= 0.250" 8-8-ALLOW ABLE COMPRESSION CAP A CITY IS 22500 LB 9-9-ALLOWABLE TENSION CAP A CITY< 14' DEPTH= 11250 LB/ ALLOW ABLE TENSION CAPACITY> 14' DEPTH= 15750 LB

10-10-10-ISO 9001 :2015 CERTIFIED, CWB CERTIFIED, AWS Dl.111-11-11-FOR ULTIMATE CAPACITIES ,CONTACT OUR OFFICE

D

C

B

A

GTPI278XX-SDR

0

UPLIFT

RESISTANT

CONNECTION

n ADfilSTABLE HEAD

U-BRACKET

8

7

7

6

()

UPLIFT

RESISTANT ()

CONNECTION

n FIXED HEAD

U -BRACKET

6

5

UPLIFT

RESISTANT

CONNECTION

4

n

UPLIFT

RESISTANT

CONNECTION

3

n ADfilSTABLE HEAD

MOUNTING PLATE

FIXED HEAD

REBAR HEAD

NOTES: 1-WELD PERFORMED BY SHOP QUALIFIED PER CSA STANDARD W47.1 PER DRAWING SPEC 2- HOT-DIP GALVANIZED PER ASTM AI53 CLASS B 3-TUBE MATERIAL STEEL PER ASTM A500 GRADE C , MIN YIELD 60KSI, MIN ULTIMATE STRENGTH 70KSI 4-REBARS CSA G 30.18 , HEADS+ HELICES CSA: G 40.21

2

UPLIFT

RESISTANT

CONNECTION ()

n

1

FIXED HEAD

MOUNTING PLATE

5- THE RESPECTIVE ATTACHED HEADS MEETS OR EXCEEDS THE STRENGTH FOR MAXIMUM CAPACITY OF THE PILE FO TENSION AND COMPRESSION

5

6- TORQUE AT TUBE CONNECTION FAILURE POINT= 5,032 LB-FI 7-WALL THICKNESS OF TUBE= 0.250" 8-ALLOW ABLE COMPRESSION CAP A CITY IS 22500 LB 9-ALLOWABLE TENSION CAP A CITY< 14' DEPTH= 11250 LB/ ALLOW ABLE TENSION CAPACITY> 14' DEPTH= 15750 LB

10-ISO 9001 :2015 CERTIFIED, CWB CERTIFIED, AWS Dl.111-FOR ULTIMATE CAPACITIES ,CONTACT OUR OFFICE

t 4 3

2 7 /8" PILE WITH MULTIPLE HEADS

Dw'G SIZE B Dw'G, ND GTPl278XX-SDR

SHEET 2 OF 2

2 1

D

C

B