D
C
B
A
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
- -
-
0
0
0
0
7,L
7,L
-
EXTENSION
CONNECTION
0
0
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
