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TRANSCRIPT
EC
I 6
-1
9
EC
I 6
-1
9
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
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FILE NAME: A313 ECI 6-19 Overall Flexible Filler System.dwg10:07 AM22Mar2018
PLOT DATE/TIME:
14M
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A313
TRUMPET TO HDPE FUSION
WELD CONNECTION, SEE
SHEET A326
ECI 6-19 ASSEMBLY,
SEE SHEET A312
OVERALL ASSEMBLY
TYP. FUSION WELDED
VENT/DRAIN, SEE SHEET A327
FOR ALL COMBINATIONS OF
VENT AND DRAIN DETAILS
TYP. HDPE TO HDPE FUSION
BUTT WELD CONNECTION, SEE
SHEET A167
TYP. HDPE TO HDPE PIPE
ELECTROFUSION
COUPLER, SHEET A338
TRUMPET TO HDPE FUSION
WELD CONNECTION, SEE
SHEET A326
4" DR-17 HDPE PIPE
MIN. BENDING RADIUS
20'
EC
I 6-19
3
2
1
1
1
1
2
5
6
4
9
7
8
10
6-19
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
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RIP
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NB
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FILE NAME: A312 ECI 6-19 Flexible Filler System Drawing.dwg9:49 AM04Apr2018PLOT DATE/TIME:
14M
AR
2018
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A312
EC
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2.0"
TRUMPET LOCK
17
1
FUSION
BUTT-WELD SEE
SHEET A326
7
3
4
5
6
2
9A
20
10
ELEVATION VIEW
14
12
20
NOTE: ITEMS MARKED WITH A "T" ARE TEMPORARY AND
ARE NOT A PERMANENT PART OF THE SYSTEM.
T
T
T
24
ITEM QTY DESCRIPTION MATERIAL INVENTORY #
1 1 6-19 ANCHORAGE CAP W/ 1/4" NPT FRONT PORT ABS 02GC61902
2 1 ECI 6-19 TRUMPET HDPE 02BP4322
3 1 6-19 ANCHORAGE CAP O-RING HNBR 02WX6020
4 1 ECI 6-19 ANCHOR HEAD A536 GR 80-55-06 02AH0038
5 - FLEXIBLE FILLER FDOT APL -
6 19 1.6G WEDGE .6 1.77 W/GROOVE AISI 11-L-17/12-L-14 02WG0008
7 1 NCS 6-19 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06 02BP6038V
8A 1 SET 1/2"-13 THREADED ROD X 7" (316L) STAINLESS 02WX5033D
8B 1 SET 1/2"-13 NUT (316L) STAINLESS 02WX5033D
8C 1 SET 1/2" WASHER (316L) STAINLESS 02WX5033D
9A 1 SPIRAL ECI 6-19 5500 (#5 15" DIA., 10 1/2 TURNS, 2" PITCH) A615 GR 60 02BP0094
9B 1 SPIRAL ECI 6-19 3500 (#5 17" DIA., 11 1/2 TURNS, 2" PITCH) A615 GR 60 02BP0093
10 1 1" NPT STEEL NIPPLE SCH 40 STEEL -
12 1 1" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01926
14 1 1/4" NPT STEEL NIPPLE SCH 40 STEEL -
15 1 1/4" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01924
16 1 CANUSA KLNN-115 WS BK/L X 9" HEAT SHRINK SLEEVE POLYOLEFIN 02DT0514
17 - 4" DR-17 PIPE HDPE -
19 - BONDUIT - SEAL AID 1/4" ALL AROUND - -
20 1 1" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01958
24 1 1/4" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01956
26 - BONDUIT - -
27 - SILICONE GREASE - -
END VIEW
15T
27
27
26
9A
8C8B8A
SEE SHEET A344 FOR BOLT
ASSEMBLY
INSTALLATION PROCEDURES (INSTALLATION PROCEDURE IS GENERIC. FOLLOW THE PROJECT SPECIFIC
REQUIREMENTS AND THE FDOT SPECIFICATIONS)
1. PRE-ASSEMBLE BEARING PLATE WITH TRUMPET/PIPE ASSEMBLY AND HEAT SHRINK PER VSL
ANCHORAGE PRE-ASSEMBLY PROCEDURE SHOWN IN SHEET A348. INSTALL INTO FINAL POSITION
PER CONSTRUCTION DRAWINGS.
2. LIGHTLY GREASE ANCHORAGE CAP BOLTS. USE MOUNTING HOLES IN BEARING PLATE TO MOUNT
BEARING PLATE ASSEMBLY TO FORM. SECURE BEARING PLATE ASSEMBLY WITH ANCHORAGE CAP
BOLTS. USE CARE NOT TO DAMAGE THREADS.
3. INSTALL AND SECURE SPIRAL.
4. INSTALL FILLER PORT CONNECTIONS. SEAL ALL TEMPORARY CONNECTIONS WITH PIPE
DOPE/SILICONE GREASE (BY OTHERS), AND SEAL ALL PERMANENT CONNECTIONS WITH BONDUIT
OR SIMILAR (BY OTHERS).
5. SECURE DUCT SUPPORTS @ 2' MAX. INSERT MANDRELS INTO TRUMPETS.
6. SYSTEM IS NOW READY TO AIR TEST.
7. AFTER CONCRETE PLACEMENT PER THE FDOT SPECIFICATION SECTION 462-8.2.2, A SECOND AIR
PRESSURE TEST IS REQUIRED AFTER CONCRETE PLACEMENT AND PRIOR TO STRAND
INSTALLATION.
8. INSTALL STRAND. LEAVE SUFFICIENT STRAND FOR STRESSING EQUIPMENT.
9. INSTALL ANCHOR HEADS. MAKE SURE WEDGE CAVITIES ARE CLEAN AND RUST FREE. USE WIRE
BRUSH TO CLEAN IF NECESSARY.
10. ONLY STRESS STRANDS IF CONCRETE HAS REACHED REQUIRED STRENGTH SPECIFIED ON
DRAWINGS.
11. ELONGATION SHOULD BE WITHIN ±7%.
12. AFTER ENGINEERS APPROVAL, STRAND TAILS MAY BE CUT.
13. AFTER FORM WORK IS REMOVED, USE MOUNTING BOLTS TO INSTALL ANCHORAGE CAP. REINSTALL
O-RING INTO ANCHORAGE CAP.
14. WAX TENDON PER WAX SPEC.
19
9B
9B
16
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
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SC
RIP
TIO
NB
YC
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DA
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FILE NAME: A348 ECI 6-19 Heat Shrink Assembly.dwg9:48 AM04Apr2018PLOT DATE/TIME:
14M
AR
2018
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ITEMQTY
DESCRIPTION MATERIAL INVENTORY #
1 1 ECI 6-19 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06 02BP0038V
2 1 ECI 6-19 TRUMPET HDPE 02BP4322
3 1 CANUSA KLNN-115 WS BK/L X 9" HEAT SHRINK SLEEVE POLYOLEFIN 02DT0514
4 - BONDUIT - -
5 1 4" DR-17 PIPE HDPE -
A348
EC
I 6-19 H
EA
T S
HR
IN
K S
LE
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BL
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STEP 1 STEP 2 STEP 3
1
1
1
2
2
2
3
3
4
4
4
STEP 1
1. ORIENT BEARING PLATE IN VERTICAL
POSITION.
2. INSERT TRUMPET INTO BEARING PLATE,
ROTATING UNTIL LOCKED IN PLACE.
3. APPLY BONDUIT AROUND OUTSIDE OF
TRUMPET AS SHOWN (1/4" MIN. BEAD).
4. WAIT MIN. 1 HOUR FOR BONDUIT TO SET.
STEP 2
1. AFTER BONDUIT HAS SET FOR 1 HOUR, WRAP HEAT SHRINK
SLEEVE AROUND BEARING PLATE AND TRUMPET AS SHOWN.
STEP 3
1. FOLLOW HEAT SHRINK INSTALLATION INSTRUCTIONS
(PROVIDED AS A SEPARATE APPENDIX).
5
BUTT-WELD HDPE PIPE TO TRUMPET
PER SHEET A326 PRIOR TO
ASSEMBLY. HDPE PIPE LENGTH TO
BE 2'-0" MIN. LENGTH
5 5
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
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, F
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15
60
0 T
RIN
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Y B
LV
D, S
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E 1
18
FO
RT
W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
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SHEET NO:
PROJECT NO: SCALE:
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N:
FILE NAME: A344 ECI 6-19 Bolt Assembly.dwg9:15 AM02Apr2018PLOT DATE/TIME:
14M
AR
2018
ZX
CD
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A344
EC
I 6-19 B
OL
T A
SS
EM
BL
Y
0.85"
0.443"
0.50"
7.00"
1.245"
0.53"
0.06"
ITEMQTY
DESCRIPTION MATERIAL INVENTORY #
1A 1 6-19 ANCHORAGE CAP W/ 1/4" NPT FRONT PORT ABS 02GC61902
1B 1 6-19 ANCHORAGE CAP W/ 1/4" NPT TOP PORT ABS 02GC61903
2 1 ECI 6-19 BEARING PLATE, GALV A536 GR 80-55-06 02BP6038V
3 1 SET 1/2"-13 THREADED ROD X 7" (316L) STAINLESS 02WX5033D
4 1 SET 1/2"-13 NUT (316L) STAINLESS 02WX5033D
5 1 SET 1/2" WASHER (316L) STAINLESS 02WX5033D
4
5
3
CAP TO BEARING PLATE BOLTED
ASSEMBLY
2
1/2"-13 THREADED ROD
1/2"-13 NUT
1/2" WASHER
5
4
3
1B1A
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
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FILE NAME: A342 ECI 6-19 Vertical Injection Options.dwg11:00 AM22Mar2018
PLOT DATE/TIME:
14M
AR
2018
ZX
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CI 6-19 V
ER
TIC
AL
IN
JE
CT
IO
N O
PT
IO
NS
A342
ITEMQTY
DESCRIPTION MATERIAL INVENTORY #
1 1 1/4" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01956
2 1 1" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01958
3 1 NCS 6-19 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06
02BP6038V
4 1 6-19 ANCHORAGE CAP W/ 1/4" NPT TOP PORT ABS 02GC61903
5 1 6-19 ANCHORAGE CAP O-RING HNBR 02WX6020
6
1 1" NPT NIPPLE SCH 40 STEEL -
7 1 1" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01926
8 1 1" NPT STEEL CAP SCH 40 STEEL 02DT01951
9 1 ECI 6-19 TRUMPET HDPE 02BP4322
10 1 3/16" PAN HEAD SCREW 316 STAINLESS STEEL 02WX1070
14 - SILICONE GREASE - -
16 - BONDUIT - -
NOTES:
1. ITEMS MARKED WITH A "T" ARE TEMPORARY AND
ARE NOT A PERMANENT PART OF THE SYSTEM.
2. ALL COMPONENTS MUST BE PRESSURE RATED
FOR 150 PSI
3. CONCRETE COVER MUST MEET FDOT
STRUCTURES DESIGN GUIDELINES SECTION 1.4.2
1
2
3
4
6
7T
8
16
16
5
SEE SHEET A337 FOR
ANCHORAGE CAP
VENTING DETAILS
14
9
10
EPOXY GROUT POUR-BACK AREA (TYPICAL)
- REFER TO FDOT STANDARD PLANS INDEX
462-003 FOR POST-TENSIONING
ANCHORAGE AND TENDON FILLING DETAILS
16
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
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15
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0 T
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IT
Y B
LV
D, S
UIT
E 1
18
FO
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W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
W.V
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:
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D
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FO
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
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N:
FILE NAME: A327 4in HDPE Vent Assembly.dwg10:59 AM14Mar2018
PLOT DATE/TIME:
14M
AR
2018
ZX
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A327
INTERNAL OPTIONEXTERNAL OPTION
1
3
1
2
8
T
5
T
6
6
5
T
5
T
2
2
2
4
7
7
ITEM QTY DESCRIPTION MATERIAL INVENTORY #
1 - 4" DR-17 PIPE HDPE -
2 1 3/4" NPT STEEL NIPPLE SCH 40 STEEL -
3 1 3/4" FNPT SMOOTH GROUT PORT POLYETHYLENE 02DT0253
4 1 3/4" NPT F/F COUPLER SCH 40 STEEL 02DT01952
5 1 3/4" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01925
6 1 3/4" NPT STEEL CAP SCH 40 STEEL 02DT01950
7 2 3/4" FNPT X MNPT STEEL ELBOW SCH 40 STEEL 02DT01954
8 1 3/4" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01957
12 - BONDUIT - -
13 - SILICONE GREASE - -
3
NOTES
1. ITEMS MARKED WITH A "T" ARE TEMPORARY AND
ARE NOT A PERMANENT PART OF THE SYSTEM.
2. THIS ASSEMBLY CAN BE APPLIED IN ANY REQUIRED
ORIENTATION TO CREATE EITHER A VENT OR A
DRAIN.
3. ALL COMPONENTS MUST BE PRESSURE RATED FOR
150 PSI.
4. CONCRETE COVER MUST MEET FDOT STRUCTURES
DESIGN GUIDELINES SECTION 1.4.2
3/4" FNPT SMOOTH GROUT PORT INSTALLATION
1. CLEAN PIPE PRIOR TO GROUT PORT INSTALLATION.
2. DRILL Ø7/8" HOLE INTO PIPE.
3. CONNECT THE SOCKET WELDING DEVICE TO THE POWER SOURCE.
4. ALLOW THE SOCKET WELDING DEVICE TO REACH ITS WORKING
TEMPERATURE.
5. SIMULTANEOUSLY, INSERT MALE ADAPTER OF SOCKET WELDING DEVICE
FROM DRILLED HOLE AND GROUT PORT FROM FEMALE ADAPTER.
6. APPLY LIGHT PRESSURE FOR 20-25 SECONDS BY PUSHING THE GROUT PORT
WITH THE PALM OF HAND.
7. SIMULTANEOUSLY, REMOVE SOCKET WELDING DEVICE FROM DRILLED HOLE
AND GROUT PORT FROM FEMALE ADAPTER.
8. INSERT GROUT PORT INTO HOLE UNTIL THE SHOULDER IS REACHED.
9. THIS OPERATION SHOULD BE CARRIED OUT AS QUICKLY AND CAREFULLY AS
POSSIBLE, WITHIN 5 SECONDS. FIRMLY HOLD THE PIECES TOGETHER FOR A
MINIMUM OF 10 SECONDS.
13
12
13
13
12
12
12
EPOXY GROUT POUR-BACK AREA (TYPICAL)
- REFER TO FDOT STANDARD PLANS INDEX
462-003 FOR POST-TENSIONING
ANCHORAGE AND TENDON FILLING DETAILS
12
13
4" H
DP
E P
IP
E T
O 4" H
DP
E P
IP
E
EL
EC
TR
OF
US
IO
N C
OU
PL
ER
C
ON
NE
CT
IO
N
A338
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM.
THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED,
AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY
VIRTUE OF ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
om
pa
no
B
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ch
, F
L
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T
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S, L
LC
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O
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15
60
0 T
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Y B
LV
D, S
UIT
E 1
18
FO
RT
W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
W.V
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TIT
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:
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ST
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D
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FO
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N:
SHEET NO:
PROJECT NO: SCALE:
NTSSYSTEM
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N:
FILE NAME: A338 4in HDPE Electrofusion Connection Rev0.dwg11:01 AM14Mar2018
PLOT DATE/TIME:
14M
AR
2018
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S.
4.5"
3.939"
ITEM QTY DESCRIPTION MATERIAL
1 -
4" HDPE PIPE DR-17 ASTM D3035
2 1
4" ELECTROFUSION COUPLER COMPOSITE
1
1
2
5.9"
5.9"
NOTE:
FOLLOW COUPLER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
INSTALLATION PROCEDURE (SEE MANUFACTURER INSTRUCTION MANUAL FOR DETAILED
INSTALLATION INSTRUCTIONS):
1. CUT SQUARE ENDS ON PIPE TO BE FUSED
2. CLEAN BOTH PIPE ENDS
3. SCRAPE BOTH PIPES MINIMUM 0.07" WITH PROVIDED SCRAPING TOOL
4. CLEAN BOTH PIPE ENDS USING 90% OR GREATER ISOPROPYL ALCOHOL
5. USE REROUNDING TOOLS PROVIDED TO CORRECT OVAL PIPE IF NECESSARY
6. USE ALIGNMENT CLAMPS PROVIDED TO ENSURE PIPE IS ALIGNED WITH COUPLER
7. SUPPORT PIPE AND COUPLER AND RESTRAIN PIPE TO PREVENT MOVEMENT
8. CHECK FOR GAPS AND ELIMINATE AS NECESSARY
9. ATTACH LEADS OF THE PROVIDED FUSION PROCESSOR TO THE COUPLER
10. SCAN THE BARCODE ON THE COUPLER
11. START FUSION PROCESS
12. WHEN FUSION PROCESS IS COMPLETE, UNPLUG THE LEADS
13. DO NOT MOVE OR PRESSURIZE THE JOINT COMPONENTS BEFORE COOLING TIME
HAS COMPLETED
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
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FILE NAME: A167 ECI 6-19 HDPE to HDPE Fusion Weld.dwg11:02 AM14Mar2018
PLOT DATE/TIME:
11M
AY
2004
ND
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ITEM QTY DESCRIPTION MATERIAL
1 2
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NOTES:
1. HDPE 4" IPS/DR-17 MEETS FDOT 960 SPEC.
2. SEE VSL BUTT-WELDING PROCEDURE IN APPENDIX
11
ELEVATION VIEW
FUSION BUTT WELD
USE INSPECTED & APPROVED
FUSION PIPE WELDER
4.5
"
3.9
39
"
TRUMPET TO HDPE PIPE ASSEMBLY
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
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SC
RIP
TIO
NB
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FILE NAME: A326 4in HDPE To Trumpet Butt Fusion Connection Rev0.dwg8:35 AM02Apr2018PLOT DATE/TIME:
AP
PR
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ITEM QTY DESCRIPTION MATERIAL INVENTORY
1 1
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2 1
ECI 6-19 TRUMPET HDPE 02BP4322
NOTES:
1. HDPE 4" IPS/DR-17 MEETS FDOT 960 SPEC.
2. SEE VSL BUTT-WELDING PROCEDURE IN APPENDIX
12
6-19 GROUT CAP
TOP PORT
FRONT PORT
SECTION B-B
AFTER WAX
DESCRIPTIONQTYITEM MATERIAL INVENTORY
6
4 2
3 1
2 1
1B 1 6-19 GROUT CAP W/ 1/4" NPT TOP PORT
13/16" PAN HEAD SCREW
316 STAINLESS STEEL 02WX1070
ABS
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3
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1/4" NPT STEEL 1/4 TURN BALL VALVE
1/4" NPT STEEL NIPPLE
SCH 40 STEEL
02DT01924
-
SCH 40 STEEL
1/4"Ø NPT STEEL PLUG 316 STAINLESS STEEL 02DT01956
6
1A 1 6-19 GROUT CAP W/ 1/4" NPT FRONT PORT
ABS
02GC61902
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
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NB
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N:
FILE NAME: A337 ECI 6-19 Alternative Vent.dwg11:27 AM14Mar2018
PLOT DATE/TIME:
18M
AY
2012
DD
DT
S3/4" G
RO
UT
P
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0
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0.41"
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ITEM DESCRIPTION MATERIAL INVENTORY #
6 3/16" PAN HEAD SCREW 316 STAINLESS STEEL 02WX1070
NOTE: ITEMS MARKED WITH A "T" ARE TEMPORARY AND
ARE NOT A PERMANENT PART OF THE SYSTEM.
T
T
T
T
0.39"
Ø8.78"
Ø11.14"
Ø10.24"
SEE DETAIL 1
5.63"
0.39"
Ø0.55"
5.61"
MANUFACTURING
MONTH MARK
MANUFACTURING
YEAR MARK
0.17"
5° BEVEL
GROOVE
Ø1/4" NPT
SHOP
DRILLED &
TAPPED
HOLE
GATE RELIEF
PER MOLDER
5.63"
0.295"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
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N:
FILE NAME: C549 6-19 Anchorage Cap.dwg9:02 AM02Apr2018PLOT DATE/TIME:
19JA
N2004
LS
AD
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D M
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SECTION A-A
SECTION B-B
6-19 ANCHORAGE CAP
LETTERING SHALL BE 0.06" PROUD
0.39"
Ø8.78"
Ø11.14"
Ø10.24"
SEE DETAIL 1
5.63"
0.39"
Ø0.55"
5.61"
MANUFACTURING
MONTH MARK
MANUFACTURING
YEAR MARK
0.17"
5° BEVEL
GROOVE
1/8" THRU
HOLE
GATE RELIEF
PER MOLDER
Ø1/4" NPT SHOP
DRILLED & TAPPED
HOLE
2.00"
5.63"
0.295"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
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FILE NAME: C740 6-19 Anchorage Cap W 1-4 Vertical Port.dwg4:13 PM03Apr2018PLOT DATE/TIME:
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THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM.
THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED,
AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY
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FILE NAME: C731 6-19 Grout Cap O-Ring Rev0.dwg11:36 AM14Mar2018
PLOT DATE/TIME:
14M
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2018
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ITEM QTY DESCRIPTION MATERIAL SIZE INVENTORY
1 -
6-19 ANCHORAGE CAP O-RING HNBR 8.975"x9.395"x0.21" 02WX6020
1
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THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM.
THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
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AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY
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FILE NAME:C738 ECI 6-19 BP W 1 NPT Port Rev 0.DWG
11:38 AM14Mar2018
PLOT DATE/TIME:
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EC
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FRONT VIEW
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
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DA
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Da
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FILE NAME: C679 ECI 6-19 Spiral.dwg8:39 AM02Apr2018PLOT DATE/TIME:
31M
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2010
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C679
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15" OUTSIDE DIAMETER
17" OUTSIDE DIAMETER
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TIE FIRST 1 1/2
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PLATE SIDE OF
SPIRAL TO ACHIEVE
FULL DEVELOPMENT
ELEVATION VIEW
TIE FIRST 1 1/2
TURNS @ BEARING
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SPIRAL TO ACHIEVE
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23"
#5, ASTM A615 60 KSI
REBAR, Ø17", 2" PITCH,
11 1/2 TURNS TOTAL
VSL INVENTORY
#02BP0093
USE WITH F'CI 3500
CONCRETE
#5, ASTM A615 60 KSI REBAR, Ø15",
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VSL INVENTORY #02BP0094
USE WITH F'CI 5500 CONCRETE
NOTE: THESE SPIRALS ARE TO BE IN
ACCORDANCE WITH THE APPROVED SHOP
DRAWINGS AND CONTRACT DRAWINGS
A
A
3° FOR 6 EXTERNAL
HOLES BETWEEN
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4° FOR 6 EXTERNAL
CORNER HOLES
Ø5.29"
Ø8.00"
Ø8.13"
3.75"
4.13"
0.38"
1.30"
1
.
3
0
"
3
0
°
HARDNESS TEST
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
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FILE NAME: C557 ECI 6-19 AH.dwg1:22 PM28Mar2018
PLOT DATE/TIME:
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Ø1.125"
NOTES:
1. MATERIAL: AISI 11L17/12L14, PRODUCED IN
STRICT ACCORDANCE WITH VSL MS 3.1.006
2. WEIGHT: 0.197 LBS. (APPROX.)
3. HEAT TREATMENT: CASEHARDENED
4. INVENTORY NO. 02WG0008
1.77"
TYPE 1.6G
0.6" DIA. MULTIWEDGES
SECTION A-AA
A
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM.
THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED,
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FILE NAME: C218 1.6G Multwedge Rev 5.dwg8:33 AM26Feb2018
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3.35" 4.92"
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SECTION A-A
ECI 6-19 TRUMPET
A
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1.57"
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THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
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FILE NAME: C579 ECI 6-19 Trumpet.dwg11:00 AM22Mar2018
PLOT DATE/TIME:
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THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
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FILE NAME: C674 0.6IN Bare Strand (270KSI) Rev 1.DWG8:34 AM26Feb2018
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THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
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THEY WERE PREPARED IN CONFORMANCE WITH THE
STRUCTURAL DESIGN PROVIDED TO STRUCTURAL TECHNOLOGIES
/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
TECHNOLOGIES / VSL TOOK NO PART IN THE PREPARATION OR
REVIEW OF SAID STRUCTURAL DESIGN AND STRUCTURAL
TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
THESE SHOP DRAWINGS PERTAINS ONLY TO THE TRANSFER OF
THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED,
AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY
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NO
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3.939
ITEM QTY DESCRIPTION MATERIAL
1 -
4" HDPE PIPE DR-17 ASTM D3035
1
NOTE: MINIMUM BEND RADIUS = 20'-0"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
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NB
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N:
FILE NAME: C763 KLNN-115 115mmx9in Heat Shrink Sleeve 02DT0514.dwg3:21 PM28Mar2018
PLOT DATE/TIME:
14M
AR
2018
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C763
UNWRAPPED
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
CANUSA KLNN-115 WS BK/L 9" HEAT SHRINK SLEEVE POLYOLEFIN 02DT0514
WRAPPED
1
9"
1'-6"
ADHESIVE
FLAP
1 1/2"
NOTE: REFERENCE THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS IN THE APPENDIX.
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
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Da
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s, T
X / W
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FILE NAME: C743 3-4in FNPT Smooth Grout Port.dwg8:18 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
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C743
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" FNPT SMOOTH GROUT PORT POLYETHYLENE 02DT0253
1
END VIEW
1.725"
1.4"
0.9"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
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FO
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, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
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7
WW
W.V
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N:
FILE NAME: C749 1-4in NPT Steel Nipple.dwg8:29 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
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S
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PL
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C749
SIDE VIEW
VARIES BY PROJECT
0.540"
1
ITEM QTY DESCRIPTION MATERIAL
1 -
1/4" NPT STEEL NIPPLE SCH 40 STEEL
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
om
pa
no
B
ea
ch
, F
L
ST
RU
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T
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HN
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S, L
LC
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AS
O
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IC
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15
60
0 T
RIN
IT
Y B
LV
D, S
UIT
E 1
18
FO
RT
W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
W.V
SL
.N
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TIT
LE
:
SY
ST
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D
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WIN
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PR
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CT
IN
FO
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
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S
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win
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CT
RO
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F
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OC
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N:
FILE NAME: C722 3-4in NPT Steel Nipple.dwg8:30 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
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0
ST
RU
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IN
A
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CIF
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LC
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("IN
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N") S
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FO
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S
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. T
HE
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O
F S
UC
H
IN
FO
RM
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N IN
W
HO
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O
R IN
P
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T, O
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AN
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N T
HE
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S
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PL
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C722
SIDE VIEW
VARIES BY PROJECT
1.05"
ITEM QTY DESCRIPTION MATERIAL
1 -
3/4" NPT NIPPLE SCH 40 STEEL
1
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
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FILE NAME: C725 1in NPT Steel Nipple.dwg8:29 AM26Feb2018
PLOT DATE/TIME:
26F
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2018
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SIDE VIEW
VARIES BY PROJECT
1.315"
1
ITEM QTY DESCRIPTION MATERIAL
1 -
1" NPT STEEL NIPPLE SCH 40 STEEL
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
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DA
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Da
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s, T
X / W
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in
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N:
FILE NAME: C728 3-4in NPT F-F Coupler.dwg8:35 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
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C728
SIDE VIEW
1.50"
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" NPT F/F COUPLER SCH 40 STEEL 02DT01952
1
1.46"
END VIEW
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
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in
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n, D
C / D
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PH
ON
E: (8
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45
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7
FA
X: (8
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) 5
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7
WW
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SHEET NO:
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N:
FILE NAME: C750 3-4in FNPT X MNPT Steel Elbow.dwg8:20 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
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SU
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0
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LB
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C750
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" FNPT X MNPT STEEL ELBOW SCH 40 STEEL 02DT01954
END VIEW
1
1 5/8"
2 3/16"
1 7/16"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
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O / P
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FO
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, T
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55
PH
ON
E: (8
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) 5
45
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X: (8
17
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WW
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N:
FILE NAME: C747 1-4in NPT Steel Plug.dwg8:19 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
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0
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RU
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.1/4" N
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S
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C747
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
1/4" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01956
END VIEW
3/8"
0.72"
0.28"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
om
pa
no
B
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ch
, F
L
ST
RU
CT
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T
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HN
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S, L
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15
60
0 T
RIN
IT
Y B
LV
D, S
UIT
E 1
18
FO
RT
W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
W.V
SL
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ET
TIT
LE
:
SY
ST
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D
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PR
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
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RO
NIC
F
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OC
AT
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N:
FILE NAME: C748 3-4in NPT Steel Plug.dwg8:19 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
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0
ST
RU
CT
UR
AL
T
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HN
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IN
A
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A
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("IN
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FO
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.3/4" N
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C748
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01957
END VIEW
0.62"
0.62"0.46"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
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Da
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s, T
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N:
FILE NAME: C754 1in NPT Steel Plug.dwg8:15 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
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.1" N
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C754
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
1" NPT STEEL PLUG 316 STAINLESS STEEL 02DT01958
END VIEW
13/16"
1.25"
0.50"
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
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Da
lla
s, T
X / W
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in
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n, D
C / D
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PH
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SHEET NO:
PROJECT NO: SCALE:
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N:
FILE NAME: C724 3-4in NPT Steel Cap.dwg8:23 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
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IS
SU
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0
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.3/4" N
PT
S
TE
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C
AP
C724
SIDE VIEWEND VIEW
1.63" 0.97"
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" NPT STEEL CAP SCH 40 STEEL 02DT01950
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
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15
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D, S
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E 1
18
FO
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OR
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, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
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7
WW
W.V
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TIT
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
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OC
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N:
FILE NAME: C727 1in NPT Steel Cap.dwg8:24 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
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0
ST
RU
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AL
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.1" N
PT
S
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C
AP
C727
SIDE VIEWEND VIEW
1.77"
1.61"
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
1" NPT STEEL CAP SCH 40 STEEL 02DT01951
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
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FO
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, T
X 7
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55
PH
ON
E: (8
17
) 5
45
-4
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7
FA
X: (8
17
) 5
45
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7
WW
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SHEET NO:
PROJECT NO: SCALE:
NTS---
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NIC
F
IL
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OC
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N:
FILE NAME: C744 1-4in F-F NPT Ball Valve.dwg8:22 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
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0
ST
RU
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AL
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("IN
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.1/4" F
/F
N
PT
1/4 T
UR
N B
AL
L V
AL
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C744
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
1/4" F/F NPT 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01924
END VIEW
1/4" ID
7/8"
3/4"
HE
X
7/8"
1 5/8"
2 7/16"
1 15/16"
1 1/4"
1
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
DE
SC
RIP
TIO
NB
YC
HK
DA
TE
Da
lla
s, T
X / W
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
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pa
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, F
L
ST
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S, L
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15
60
0 T
RIN
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Y B
LV
D, S
UIT
E 1
18
FO
RT
W
OR
TH
, T
X 7
61
55
PH
ON
E: (8
17
) 5
45
-4
80
7
FA
X: (8
17
) 5
45
-4
82
7
WW
W.V
SL
.N
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TIT
LE
:
SY
ST
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D
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WIN
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PR
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FO
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
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F
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ub
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lE
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CT
RO
NIC
F
IL
E L
OC
AT
IO
N:
FILE NAME: C745 3-4in NPT Steel Ball Valve.dwg8:22 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
E
0
ST
RU
CT
UR
AL
T
EC
HN
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OG
IE
S, L
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SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
3/4" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01925
END VIEW
3"
5 3/4"
4 1/4"
1 11/32"
HEX
3/4" MIN. ID
3/4"
2 3/32"
7/8"
1 3/8"
TOP VIEW
1
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
STRUCTURAL TECHNOLOGIES / VSL POST-TENSIONING SYSTEM. THEY
WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN
PROVIDED TO STRUCTURAL TECHNOLOGIES / VSL BY PROJECT OWNER
OR IT'S REPRESENTATIVE. STRUCTURAL TECHNOLOGIES / VSL TOOK NO
PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN
AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR
IT. THE STAMP OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL
EMPLOYEE ON THESE SHOP DRAWINGS PERTAINS ONLY TO THE
TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
ON THE STRUCTURAL DRAWINGS, AND NOT TO THE ADEQUACY OF THE
STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO
THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY VIRTUE OF
ANY SUCH STAMP OR SEAL.
NO
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NB
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SHEET NO:
PROJECT NO: SCALE:
NTS---
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N:
FILE NAME: C746 1in NPT Steel Ball Valve.dwg8:23 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
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C746
SIDE VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
1" NPT STEEL 1/4 TURN BALL VALVE SCH 40 STEEL 02DT01926
END VIEW
3 3/8"
5 3/4"
4 1/16"
1 5/8"
HEX
1" MIN. ID
31/32"
2 15/64"
7/8"
1 3/8"
TOP VIEW
1