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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
VIRTUE OF ANY SUCH STAMP OR SEAL.
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FILE NAME: A315 NCS 6-31 Overall Flexible Filler System.dwg8:53 AM26Feb2018
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NC
S 6-31 O
VE
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A
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BL
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IT
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FL
EX
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F
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A315
TYP. FUSION WELDED VENT/DRAIN,
SEE SHEET A324 FOR ALL
COMBINATIONS OF VENT & DRAIN
DETAILS
TRUMPET TO HDPE FUSION
WELD CONNECTION, SEE
SHEET A325
NCS 6-31 ASSEMBLY,
SEE SHEET A314
TYP. ELECTROFUSION
COUPLER HDPE TO HDPE
CONNECTION, SHEET A316
TYP. HDPE TO HDPE FUSION
BUTT WELD CONNECTION, SEE
SHEET A287
OVERALL ASSEMBLY
TRUMPET TO HDPE FUSION
WELD CONNECTION, SEE
SHEET A325
5" DR-17 HDPE PIPE -
MINIMUM BENDING
RADIUS 30'
6-31
---
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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FILE NAME: A314 NCS 6-31 Flexible Filler System.dwg9:59 AM12Mar2018
PLOT DATE/TIME:
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2018
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12M
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NC
S 6-31 A
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A314
TRUMPET LOCK
17
1
FUSION BUTT-WELD
SEE SHEET A325
3
4
5
6
2
8C
9
SEE SHEET A339 FOR
VERTICAL INJECTION
OPTIONS
2"
ELEVATION VIEW
ITEM QTY DESCRIPTION MATERIAL INVENTORY #
1 1 6-31 ANCHORAGE CAP W/ 1/4" FRONT PORT ABS 02GC63102
2 1 NCS 6-31 TRUMPET POLYETHELYNE 02BP4436
3 1 6-31 ANCHORAGE CAP O-RING HNBR 02WX5042
4 1 NCS 6-31 ANCHOR HEAD CAST A536 GR80-55-06 02AH6031
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 6-31 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06 02BP6031V
8A 1 SET 5/8"-11 THREADED ROD X 7" (316L) STAINLESS 02WX6023D
8B 1 SET 5/8"-11 NUT (316L) STAINLESS 02WX6023D
8C 1 SET 5/8" WASHER (316L) STAINLESS 02WX6023D
9 1 SPIRAL NCS 6-31 (#6, DIA. 22", 2" PITCH, 9 TURNS) A615, GR 60 02BP0098
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
17 - 5" 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
27 - SILICONE GREASE - -
7
20
INSTALLATION PROCEDURES (INSTALLATION PROCEDURE IS GENERIC. FOLLOW THE PROJECT SPECIFIC
REQUIREMENTS AND THE FDOT SPECIFICATIONS)
1. ASSEMBLE TRUMPET INTO THE BEARING PLATE. APPLY 1/4" BONDUIT ALL AROUND LIP OF BEARING
PLATE PRIOR TO INSTALLING TRUMPET. USE SLOT TO ALIGN PLATE AND TRUMPET. INSERT
TRUMPET UNTIL LOCKING TABS ENGAGE.
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
20
NOTE: ITEMS MARKED WITH A "T" ARE TEMPORARY AND
ARE NOT A PERMANENT PART OF THE SYSTEM.
END VIEW
27
10
15
14
12
27
24
27
T
T
T
T
9
SEE SHEET A343 FOR BOLT
ASSEMBLY
8B8A
---
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
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, F
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T
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0 T
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Y B
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, T
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N:
FILE NAME: A343 NCS 6-31 Bolt Assembly.dwg9:03 AM07Mar2018
PLOT DATE/TIME:
26F
EB
2018
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NC
S 6-31 B
OL
T A
SS
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BL
Y
A343
ITEMQTY
DESCRIPTION MATERIAL INVENTORY #
1A 1 6-31 ANCHORAGE CAP W/ 1/4" FRONT PORT ABS 02GC63102
1B 1 6-31 ANCHORAGE CAP W/ 1/4" TOP PORT ABS 02GC63103
2 1 NCS 6-31 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06 02BP6031V
3 1 SET 5/8"-11 THREADED ROD X 7" (316L) STAINLESS 02WX6023D
4 1 SET 5/8"-11 NUT (316L) STAINLESS 02WX6023D
5 1 SET 5/8" WASHER (316L) STAINLESS 02WX6023D
CAP TO BEARING PLATE BOLTED
ASSEMBLY
4
5
3
1B
2
5/8"-11 THREADED ROD
5/8"-11 NUT
5/8" WASHER
0.56"
1.06"
7.00"
1.06"
0.79"
0.075"
5
4
3
0.62"
1A
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: A339 NCS 6-31 Vertical Injection Options.dwg9:31 AM07Mar2018
PLOT DATE/TIME:
26F
EB
2018
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CS
6-31 V
ER
TIC
AL
IN
JE
CT
IO
N O
PT
IO
NS
A339
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 6-31 BEARING PLATE W/ 1" NPT PORT (GALVANIZED) A536 GR80-55-06
02BP6031V
4 1 6-31 ANCHORAGE CAP W/ 1/4" TOP PORT ABS 02GC63103
5 1 6-31 ANCHORAGE CAP O-RING HNBR 02WX5042
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 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
9
2
3
4
6
7T
8
EPOXY GROUT POUR-BACK AREA (TYPICAL)
- REFER TO FDOT STANDARD PLANS INDEX
462-003 FOR POST-TENSIONING
ANCHORAGE AND TENDON FILLING DETAILS
16
16
16
5
SEE SHEET A334 FOR
ANCHORAGE CAP
VENTING DETAILS
14
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
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Da
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s, T
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D, S
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E 1
18
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OR
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, T
X 7
61
55
PH
ON
E: (8
17
) 5
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:
PROJECT NO: SCALE:
NTS---
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N:
FILE NAME: A324 5in HDPE Vent Assembly.dwg2:53 PM02Mar2018
PLOT DATE/TIME:
26F
EB
2018
ZX
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0
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A324
ITEMQTY
DESCRIPTION MATERIAL INVENTORY #
1 - 5" DR-17 PIPE HDPE -
2 1 3/4" NPT STEEL NIPPLE SCH 40 STEEL -
3 1 3/4" FNPT SMOOTH GROUT PORT POLYETHELYNE 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
11 - SILICONE GREASE - -
12 - BONDUIT - -
1
3
INTERNAL OPTION
1
3
2
8
EXTERNAL OPTION
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
T
5
T
6
6
5
T
5
T
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.
2
2
2
4
7
7
12
12
11
11
11
11
12
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
5" H
DP
E P
IP
E T
O 5" H
DP
E P
IP
E
EL
EC
TR
OF
US
IO
N C
OU
PL
ER
C
ON
NE
CT
IO
N
A316
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
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, F
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15
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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
W.V
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TIT
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ST
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D
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N:
SHEET NO:
PROJECT NO: SCALE:
NTSSYSTEM
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N:
FILE NAME: A316 5in HDPE Electrofusion Connection Rev0.dwg8:46 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
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SU
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IN
S.
5.563"
4.869"
ITEM QTY DESCRIPTION MATERIAL
1 -
5" HDPE PIPE DR-17 ASTM D3035
2 1
5" ELECTROFUSION COUPLER COMPOSITE
1
1
2
NOTE:
FOLLOW COUPLER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
6 7/8"
6 1/2"
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
ELEVATION 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
ash
in
gto
n, D
C / D
en
ve
r, C
O / P
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, F
L
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HN
OL
OG
IE
S, L
LC
DA
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AS
O
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IC
E
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
ET
TIT
LE
:
SY
ST
EM
D
RA
WIN
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PR
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IN
FO
RM
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N:
SHEET NO:
PROJECT NO: SCALE:
NTSSYSTEM
I:\V
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S
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m D
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win
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RO
NIC
F
IL
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OC
AT
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N:
FILE NAME: A287 5'' HDPE TO 5'' HDPE Fusion Weld Rev 1.dwg3:10 PM27Feb2018
PLOT DATE/TIME:
0
TH
IS
D
OC
UM
EN
T, IN
CL
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IN
G A
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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
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FILE NAME: A325 5in HDPE To Trumpet Butt Fusion Connection Rev0.dwg8:47 AM26Feb2018
PLOT DATE/TIME:
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/ 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: A334 NCS 6-31 Grout Cap Alt Vent Rev2.dwg9:03 AM07Mar2018
PLOT DATE/TIME:
18M
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ITEM DESCRIPTION MATERIAL INVENTORY #
6 3/16" PAN HEAD SCREW 316 STAINLESS STEEL 02WX1070
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MANUFACTURING
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LETTERING SHALL BE 0.06" PROUD
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3) INVERTORY #: 02GC63102
± 1/32
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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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AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY
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FILE NAME: C551 6-31 Grout Cap Rev 3.dwg11:01 AM06Mar2018
PLOT DATE/TIME:
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DETAIL 1
SEE DETAIL 1
6-31
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0"
Ø1
4.5
7"
5.20"
8.22"
0.551"
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4
5
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MANUFACTURING
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YEAR MARK
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6.66"
LETTERING SHALL BE 0.06" PROUD
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3) INVERTORY #: 02GC63103
± 1/32
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1) DIMENSIONS ARE IN INCHES
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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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/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
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FILE NAME: C719 6-31 Grout Cap O-Ring Rev0.dwg1:12 PM05Mar2018
PLOT DATE/TIME:
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THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE
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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
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TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD
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FILE NAME:C735 NCS 6-31 BP With 1in NPT Port Rev 0.DWG
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PLOT 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
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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
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FILE NAME: C644 NCS 6-31 SPIRAL REV 3.dwg8:39 AM26Feb2018
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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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NO
DE
SC
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2. WEIGHT: 0.197 LBS. (APPROX.)
3. HEAT TREATMENT: CASEHARDENED
4. INVENTORY NO. 02WG0008
1.77"
TYPE 1.6G
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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
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OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
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THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
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FILE NAME: C218 1.6G Multwedge Rev 5.dwg8:33 AM26Feb2018
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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
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/ VSL BY PROJECT OWNER OR IT'S REPRESENTATIVE. STRUCTURAL
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TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY FOR IT. THE STAMP
OR SEAL OF A STRUCTURAL TECHNOLOGIES / VSL EMPLOYEE ON
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THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE
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FILE NAME: C718 5in HDPE Rev0.dwg11:46 AM27Feb2018
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ITEM QTY DESCRIPTION MATERIAL
1 -
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1
NOTE: MINIMUM BEND RADIUS = 30'-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
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FILE NAME: C743 3-4in FNPT Smooth Grout Port.dwg8:18 AM26Feb2018
PLOT DATE/TIME:
26F
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ITEM QTY DESCRIPTION MATERIAL INVENTORY#
1 -
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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
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NO
DE
SC
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NB
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FILE NAME: C749 1-4in NPT Steel Nipple.dwg8:29 AM26Feb2018
PLOT DATE/TIME:
26F
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2018
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ITEM QTY DESCRIPTION MATERIAL
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
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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N:
FILE NAME: C722 3-4in NPT Steel Nipple.dwg8:30 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
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SIDE VIEW
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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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, F
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LV
D, S
UIT
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FO
RT
W
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
82
7
WW
W.V
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
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N:
FILE NAME: C725 1in NPT Steel Nipple.dwg8:29 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
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ST
IS
SU
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0
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C725
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
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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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CD
LF
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.3/4" N
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F
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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
gto
n, D
C / D
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15
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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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TIT
LE
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SY
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D
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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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OC
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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
IS
SU
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0
ST
RU
CT
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.3/4" F
NP
T X
M
NP
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EL
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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
en
ve
r, C
O / P
om
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ST
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15
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D, S
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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
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7
WW
W.V
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TIT
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:
SY
ST
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D
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CT
IN
FO
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
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S
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m D
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F
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OC
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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
E
0
ST
RU
CT
UR
AL
T
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.1/4" N
PT
S
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P
LU
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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
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, F
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15
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RIN
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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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TIT
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SY
ST
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D
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
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RO
NIC
F
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OC
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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
E
0
ST
RU
CT
UR
AL
T
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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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H O
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HIS
S
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. T
HE
U
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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
AR
T, O
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EP
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DU
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HE
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OF
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S
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.3/4" N
PT
S
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P
LU
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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
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
CT
UR
AL
T
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HN
OL
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S, L
LC
DA
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AS
O
FF
IC
E
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
ET
TIT
LE
:
SY
ST
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D
RA
WIN
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PR
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CT
IN
FO
RM
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
SL
S
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m D
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win
gs\W
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P
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gre
ss D
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gs\W
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F
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lE
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CT
RO
NIC
F
IL
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OC
AT
IO
N:
FILE NAME: C754 1in NPT Steel Plug.dwg8:15 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
ZX
CD
LF
IR
ST
IS
SU
E
0
ST
RU
CT
UR
AL
T
EC
HN
OL
OG
IE
S, L
LC
C
LA
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S
A S
TR
IC
T P
RO
PR
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RY
R
IG
HT
IN
A
LL
DR
AW
IN
GS
, S
PE
CIF
IC
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IO
NS
A
ND
CA
LC
UL
AT
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NS
("IN
FO
RM
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N") S
ET
FO
RT
H O
N T
HIS
S
HE
ET
. T
HE
U
SE
O
F S
UC
H
IN
FO
RM
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IO
N IN
W
HO
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O
R IN
P
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T, O
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N T
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, IS
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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
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DA
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Da
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N:
FILE NAME: C724 3-4in NPT Steel Cap.dwg8:23 AM26Feb2018
PLOT DATE/TIME:
26F
EB
2018
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.3/4" N
PT
S
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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
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Da
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s, T
X / W
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in
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n, D
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55
PH
ON
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) 5
45
-4
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7
FA
X: (8
17
) 5
45
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7
WW
W.V
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TIT
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SY
ST
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D
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
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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
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IS
SU
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.1" N
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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
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D, S
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E 1
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FO
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OR
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, T
X 7
61
55
PH
ON
E: (8
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) 5
45
-4
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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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:
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
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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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.1/4" F
/F
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PT
1/4 T
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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
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FO
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, T
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61
55
PH
ON
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) 5
45
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7
FA
X: (8
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SHEET NO:
PROJECT NO: SCALE:
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RO
NIC
F
IL
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OC
AT
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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
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HN
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IN
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("IN
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.3/4" N
PT
S
TE
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1/4 T
UR
N B
AL
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AL
VE
C745
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
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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UR
AL
T
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HN
OL
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IE
S, L
LC
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AS
O
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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
ET
TIT
LE
:
SY
ST
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D
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WIN
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PR
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IN
FO
RM
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N:
SHEET NO:
PROJECT NO: SCALE:
NTS---
I:\V
SL
S
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win
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P
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gre
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6
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F
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CT
RO
NIC
F
IL
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OC
AT
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N:
FILE NAME: C746 1in NPT Steel Ball Valve.dwg8:23 AM26Feb2018
PLOT DATE/TIME:
26F
EB
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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