Overall Assembly
1. MINIMUM BENDING RADIUS FOR 72/21 PT-PLUS FLAT DUCT IS 12 FT ABOUT WEAK AXIS OF DUCT. 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. PLOT DATE/TIME: 31Jul2018 3:14 PM FILE NAME: A241 VSLAB 6-4 Overall System Drawings REV 3.dwg PROJECT NO: SCALE: TITLE: VSLAB 6-4 SYSTEM OVERALL ASSEMBLY NOTES: SYSTEM DRAWING SYSTEM STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET TYPICAL 72/21 FLAT DUCT VENT CONNECTION, SEE SHEET A284 THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. BY GB ISSUED FOR CONSTRUCTION 1 DESCRIPTION DTS MINOR EDIT TO NOTES/ VENT CONNECTION 2 NO CDL TITLE BLOCK UPDATED 3 GROUT VENT CONFIGURATION, SEE SHEET A362 PROJECT INFORMATION: TYPICAL 72/21 FLAT DUCT TO FLAT DUCT CONNECTION, SEE SHEET A283 Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System VSLAB 6-4 ANCHORAGE ASSEMBLY, SEE SHEET A281 OVERALL ASSEMBLY SHEET NO: NTS A241 CHK MM DD ZX DATE 17JAN2011 05JAN2012 31JUL2018
3 CHK MM BY GY RELEASED FOR CONSTRUCTION 1 SEE CAP GROUTING ASSEMBLY 2.12" DETAIL 3 TYPICAL GROUTING ASSEMBLY, SEE SHEET A364 3/8" WASHER 8.46" 4.72" 3.87" 3/8"-16 THREADED ROD 9/16" 6 ELEVATION VIEW W/ POCKET FORMER END VIEW 7 15 T 16 T 18 INVENTORY # ABS LUSTRAN 633 02VS06402 2 1 VSLAB 6-4 ANCHOR HEAD A536 GR80-55-06 02VS06401 3 1 VSLAB 6-4 TRUMPET POLYPROPYLENE 02VS06405 4 1 HEAT SHRINK SLEEVE CANUSA PLA-63-150-YE (6" LONG) POLYOLEFIN 02DT0503 5 1 FLAT DUCT, 72/21 PT-PLUS POLYPROPYLENE 02DT0413 6 - GROUT PREMIUM NON-BLEED - 7 4 1.6G WEDGE .6 1.77 W/GROOVE AISI 11-L-17 02WG0008 8 2 3/8"Ø UNC X 2.5" LONG HEX BOLT 316 STAINLESS STEEL 02VS06408 9 2 3/8"Ø UNC X 2" LONG HEX BOLT 316 STAINLESS STEEL 02VS06407 10 - VSLAB 6-4 LOCAL ZONE REINFORCEMENT A615, GR 60 02VS0625 11 1 GROUT CAP QUAD-RING (-241) BUNA-N 70 D 02VS06403 12 - POCKET FORMER - 02VS06404 13 1 POCKET FORMER QUAD-RING (-242) BUNA-N 70 D 02VS06412 15 1 3/8" NPT PVC NIPPLE SCH 80 PVC - 16 1 3/8" NPT PVC 1/4 TURN BALL VALVE SCH 80 PVC 02DT01933 17 - BONDUIT - - 18 - SILICONE GREASE - - 21 1 VSLAB 6-4 TRUMPET O-RING BUNA-N 70 D 02VS06406 22 2 3/8"Ø UNC X 7" LONG FULLY THREADED STUD ZINC PLATED 02VS06420 23 2 3/8"Ø NUT ZINC PLATED 02VS06421 24 2 3/8"Ø FLAT WASHER ZINC PLATED 02VS06422 25 1 3/8" NPT GROUT PLUG POLYETHYLENE 02DT01934 CAP GROUTING ASSEMBLY 9/16" PROJECT NO: SCALE: 3/8"Ø UNC HEX BOLT P/N: 02VS06407 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. GROUT CAP/ANCHOR/TRUMPET PLOT DATE/TIME: 17Jul2018 3:47 PM FILE NAME: A281 VSLAB 6-4 Assembly Rev4.dwg DESCRIPTION VSLAB 6-4 GROUTED SYSTEM ASSEMBLY MATERIAL VSLAB 6-4 GROUT CAP 3/8"Ø UNC HEX BOLT P/N: 02VS06408 TITLE: DESCRIPTION 1 17 SYSTEM DRAWING QTY 1 25 PROJECT INFORMATION: ITEM 18 2" NOTE: ITEMS MARKED WITH A "T" ARE TEMPORARY AND ARE NOT A PERMANENT PART OF THE SYSTEM. INSTALLATION PROCEDURES (INSTALLATION PROCEDURE IS GENERIC. FOLLOW THE PROJECT SPECIFIC REQUIREMENTS AND THE FDOT SPECIFICATIONS) 1. LAY OUT FLAT DUCT IN THE REBAR CAGE ACCORDING TO THE PLANS. 2. TRIM DUCT TO THE CORRECT LENGTH AND PREPARE ANY REQUIRED GROUT VENTS (SEE SHEET A284) OR DUCT SPLICES (SEE SHEET A283), IF APPLICABLE 3. ATTACH TRUMPETS TO EACH END OF THE DUCT USING HEAT SHRINK AND BONDUIT 4. BOLT THE ANCHORAGES TO THE TRUMPETS AND THE GROUT CAPS TO THE ANCHORAGES TO PROVIDE AN AIR-TIGHT SEAL. PLUG ALL OPEN PORTS WITH APPROPRIATE GROUTING COMPONENTS. 5. PRESSURIZE DUCT TO 7.5 PSI AND LOCK-OFF OUTSIDE AIR SOURCE. RECORD PRESSURE LOSS FOR ONE MINUTE. IF PRESSURE LOSS EXCEEDS 0.75 PSI, OR 10%, FIND AND REPAIR LEAKS IN DUCT ASSEMBLY USING REPAIR METHODS APPROVED BY THE ENGINEER AND RETEST. AFTER TESTING, REMOVE GROUT CAPS AND ANCHORAGES. 6. FIX ANCHORAGES TO FORMWORK USING BLOCKOUTS OR POCKET FORMERS SUITABLE FOR THE JOB (BY OTHERS) 7. INSERT REQUIRED NUMBER PT STRANDS THROUGH THE DUCT AND TRUMPET ASSEMBLY. AT EACH END OF THE TENDON, PLACE THE STRANDS THROUGH THE APPROPRIATE WEDGE CAVITIES AND BOLT THE TRUMPET TO THE BACK OF THE ANCHORAGE 8. ENSURE DUCT IS TIED OFF EVERY 2 FEET. 9. PROCEED WITH CONCRETING 10. STRIP FORM AND POCKET FORMERS, IF APPLICABLE 11. STRESS STRANDS AND TRIM STRAND TAILS 1.5" MAXIMUM LENGTH 12. INSTALL GROUT CAPS 13. PROCEED WITH TENDON PRESSURE TEST AS REQUIRED BY FDOT SPECIFICATIONS. IN THE PRESENCE OF THE ENGINEER, PRESSURIZE DUCT TO 50 PSI AND LOCK-OFF OUTSIDE AIR SOURCE. RECORD PRESSURE LOSS FOR ONE MINUTE. A PRESSURE LOSS LESS THAN 25 PSI OR 50% IS ACCEPTABLE FOR DUCTS WITH A LENGTH EQUAL TO OR LESS THAN 150 FEET AND A PRESSURE LOSS LESS THAN 15 PSI IS ACCEPTABLE FOR DUCTS LONGER THAN 150 FEET. IF PRESSURE LOSS EXCEEDS ALLOWABLE, REPAIR LEAKING CONNECTIONS USING METHODS APPROVED BY THE ENGINEER AND RETEST. 14. PROCEED WITH GROUTING OPERATIONS (SEE CAP GROUTING ASSEMBLY, THIS SHEET & SHEET A364) 2 1/2" SEE DETAIL 2 ELEVATION VIEW W/ GROUT CAP NO 10 SEE DETAIL 1 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET PLAN VIEW W/ GROUT CAP STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PLAN VIEW W/ POCKET FORMER Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL 22 23 24 T ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System MM GY FOR CONSTRUCTION 2 MM GB 0.75" 0.406" THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. 7" DETAIL 2 3 1 24 0.05" DETAIL 1 4.49" UPDATED BOM 3/8"-16 NUT 13 4.05" 3 ZX 9/16" 21 5.53" 6.17" 11 CDL 5 TITLE BLOCK UPDATED 4 4 17 21/64" 9 8 SEE DETAIL 3 DATE 22 17JAN2011 23 LOCAL ZONE REINFORCEMENT, SEE SHEET A282 8.66" 14FEB2011 1.97" 07MAR2011 1.97" 02JUL2018 2 T 12 SYSTEM NTS SHEET NO: A281
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. PLOT DATE/TIME: 25Jun2018 11:13 AM FILE NAME: A282 VSLAB 6-4 Local Zone.dwg NOTES: 1. FINAL DESIGN AND DETAILS OF LOCAL ZONE REINFORCEMENT ARE PROJECT SPECIFIC. 2. LOCAL ZONE REINFORCEMENT HAS SPACING PRIORITY. 3. PART NUMBER: 02VS0625 PROJECT NO: SYSTEM VSLAB 6-4 ANCHORAGE LOCAL ZONE REINFORCEMENT FOR MODERATELY AGGRESSIVE ENVIRONMENTS STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET DESCRIPTION BY GB RELEASED FOR CONSTRUCTION 1 NO GY LOCAL ZONE REINFORCEMENT 1'-5" 2 LOCAL ZONE REBAR CDL ANCHORAGE TITLE: TRUMPET Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL POCKET FORMER TITLE BLOCK UPDATED DUCT 3 3" SYSTEM DRAWING 11" THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. 11" PROJECT INFORMATION: 6" 3" 6" ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System CHK MM DD ZX DATE 17JAN2011 07JUN2011 22JUN2018 1'-5" VSLAB 6-4 LOCAL ZONE REINFORCEMENT SCALE: SHEET NO: NTS A282
ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System MATERIAL 3 1 72/21 PT-PLUS SLIP-ON COUPLER POLYPROPYLENE 2 1 HEAT SHRINK SLEEVE (12" LONG) POLYOLEFIN (CANUSA PLA 63-150-YE) 02DT0504 1 1 FLAT DUCT, 72/21 PT-PLUS POLYPROPYLENE WHITE 02DT0413 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. PLOT DATE/TIME: 01Aug2018 10:20 AM FILE NAME: A283 VSLAB Flat Duct Coupler.dwg INVENTORY No. 02GT07621 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS SYSTEM STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. ELEVATION - TYPICAL 72/21 FLAT DUCT TO DUCT CONNECTION TYPICAL 72/21 FLAT DUCT TO DUCT CONNECTION DESCRIPTION 1 PROJECT NO: SCALE: TITLE: ITEM QTY Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL 2 SYSTEM DRAWING 3 PROJECT INFORMATION: 1 SHEET NO: NTS A283 DESCRIPTION BY GB RELEASED FOR CONSTRUCTION 1 NO CDL TITLE BLOCK UPDATED 2 CHK MM ZX DATE 17JAN2011 22JUN2018
CHK DATE 07MAR2011 NO DESCRIPTION BY GB RELEASED FOR CONSTRUCTION 1 MM 31JUL2018 CDL TITLE BLOCK UPDATED 2 ZX ELEVATION - 72/21 FLAT DUCT HALF SHELL GROUTING VENT INVENTORY No. 3 1 GTI SLIP-ON COUPLER W/ VENT POLYPROPYLENE 02GT07621V 2 2 HEAT SHRINK SLEEVE (6" LONG) POLYOLEFIN (CANUSA PLA-63-150-YE) 02DT0503 1 - FLAT DUCT, 72/21 PT-PLUS POLYPROPYLENE WHITE 02DT0413 72/21 FLAT DUCT W/GROUTING VENT MATERIAL PROJECT NO: SCALE: NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS 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. PLOT DATE/TIME: 01Aug2018 10:20 AM FILE NAME: A284 VSLAB Flat Duct Vent.dwg TITLE: DESCRIPTION SYSTEM DRAWING ITEM QTY PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET 2 STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 1 3 2 PROJECT INFORMATION: ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System 1 Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. FOR TYPICAL HOSE\VALVE GROUTING ASSEMBLY-SEE DRAWING A362 SYSTEM NTS SHEET NO: A284
DATE 3 CHK T 3 BY CDL ZX T 31JUL2018 EPOXY GROUT POUR-BACK AREA (TYPICAL) - REFER TO FDOT STANDARD PLANS INDEX 462-003 FOR POST-TENSIONING ANCHORAGE AND TENDON FILLING DETAILS 2 DESCRIPTION 2 1 1 7 7 T 1 7 7 7 MATERIAL INVENTORY # - - - 2 1 23MM GROUT HOSE CAP HDPE 02DT0314 3 1 3/4 NPT PVC 1/4 TURN BALL VALVE SCH 80 PVC 02DT01916 4 1 23MM BP GROUT EXTENSION POLYPROPYLENE 02DT0318 5 1 BR PLATE BUSHING 3/4" NPT 23MM POLYPROPYLENE 02DT0316 6 - 23MM GROUT HOSE HDPE 02DT0310 7 - BONDUIT - - 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. 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. MINIMUM CONCRETE COVER SHALL BE 2" AND MUST MEET FDOT STRUCTURES DESIGN GUIDELINES SECTION 1.4.2 4. COMPONENTS MAY BE ASSEMBLED AS A VENT OR A DRAIN AS REQUIRED. PLOT DATE/TIME: 01Aug2018 8:14 AM FILE NAME: A362 GROUT HOSE CONFIG.dwg TITLE: DESCRIPTION SILICONE GREASE SYSTEM DRAWING QTY 1 ITEM GROUT VENT CONFIGURATION USING CORRUGATED GROUT PORT 23MM FEMALE CORRUGATED GROUT PORT PROJECT INFORMATION: ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\ECI 6-22 Grouted System 4 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET 6 STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. 0 1 NO 5 FIRST ISSUE T 5 PROJECT NO: SYSTEM SCALE: NTS SHEET NO: A362
3 CHK T 3 2 BY CDL ZX T DATE 31JUL2018 EPOXY GROUT POUR-BACK AREA (TYPICAL) - REFER TO FDOT STANDARD PLANS INDEX 462-003 FOR POST-TENSIONING ANCHORAGE AND TENDON FILLING DETAILS DESCRIPTION 2 8 7 7 T FIRST ISSUE 5 5 T 8 7 7 7 QTY DESCRIPTION MATERIAL INVENTORY # 1 1 VSLAB 6-4 TRUMPET POLYPROPYLENE 02VS06405 2 1 23MM GROUT HOSE CAP HDPE 02DT0314 3 1 3/4 NPT PVC 1/4 TURN BALL VALVE SCH 80 PVC 02DT01916 4 1 23MM BP GROUT EXTENSION POLYPROPYLENE 02DT0318 5 1 BR PLATE BUSHING 3/4" NPT 23MM POLYPROPYLENE 02DT0316 6 - 23MM GROUT HOSE HDPE 02DT0310 7 - BONDUIT - - 8 - SILICONE GREASE - - 9 1 VSLAB 6-4 ANCHOR HEAD A536 GR80-55-06 02VS06401 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. TITLE: 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. MINIMUM CONCRETE COVER SHALL BE 2" AND MUST MEET FDOT STRUCTURES DESIGN GUIDELINES SECTION 1.4.2 4. COMPONENTS MAY BE ASSEMBLED AS A VENT OR A DRAIN AS REQUIRED. ITEM SYSTEM DRAWING 9 VSLAB 6-4 VERTICAL INJECTION OPTIONS 1 PROJECT INFORMATION: ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System 6 STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL 4 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET STRUCTURAL TECHNOLOGIES, LLC CLAIMS A STRICT PROPRIETARY RIGHT IN ALL DRAWINGS, SPECIFICATIONS AND CALCULATIONS ("INFORMATION") SET FORTH ON THIS SHEET. THE USE OF SUCH INFORMATION IN WHOLE OR IN PART, OR ANY REPRODUCTION THEREOF, IS RESTRICTED TO THE SITE FOR WHICH IT WAS PREPARED AND TO THE MATERIAL AND/OR SERVICE PROVIDED BY STRUCTURAL TECHNOLOGIES / VSL. ANY OTHER USE IS STRICTLY PROHIBITED, AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY THEREFORE. 0 8 NO 8 SCALE: PROJECT NO: --- NTS SHEET NO: A364 PLOT DATE/TIME: 01Aug2018 8:14 AM FILE NAME: A364 VSLAB 6-4 Grouted Vertical Injection Options.dwg
ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\NCS 6-31 Flexible Filler Submittal 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. PLOT DATE/TIME: 26Feb2018 8:33 AM FILE NAME: C218 1.6G Multwedge Rev 5.dwg TITLE: 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 0.6" DIA. MULTIWEDGES TYPE 1.6G PROJECT NO: SYSTEM STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL SECTION A-A 0.6" MULTIWEDGE TYPE 1.6G SYSTEM DRAWING A THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. TKW ADDED INVENTORY NUMBER 2 BY GDH UPDATED BORDER 3 DESCRIPTION SK UPDATED TITLE BLOCK 4 NO CDL TITLE BLOCK UPDATED 5 A PROJECT INFORMATION: Ø1.125" 1.77" SCALE: SHEET NO: NTS C218 CHK ZX ZX DATE 01JAN1989 29APR2004 09JAN2015 26FEB2018
ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\VSLAB 6-4 Grouted System NOTE: OVERALL DIMENSIONS VARY; THE AVERAGE DIMENSIONS ARE SHOWN DIMENSIONS ARE SHOWN IN INCHES MEETS OR EXCEEDS FDOT SPECIFICATION 960 PLOT DATE/TIME: 13Jun2018 8:37 AM FILE NAME: C270 PT-Plus Flat Duct 72-21 Rev5.DWG PT-PLUS FLAT DUCT 72/21 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. 0.45" PT-PLUS FLAT DUCT 72 / 21 MATERIAL : ASTM D4101 PP0347 ARISTECH POLYPROPYLENE TI-4007-G SYSTEM STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL RDC REVISED DIMENSIONS PER ENG. SPEC. 2 BY RDC ADDED INVENTORY NUMBER 3 DESCRIPTION TKW UPDATED MATERIAL TYPE 4 NO CDL 0.83" TITLE BLOCK UPDATED 0.98" 5 1.38" SYSTEM DRAWING 60 THIS DOCUMENT, INCLUDING ANY DRAWINGS, SPECIFICATIONS, AND CALCULATIONS HEREIN, CONTAINS INFORMATION THAT IS PROPRIETARY TO STRUCTURAL TECHNOLOGIES LLC ("VSL"). THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS CONFIDENTIAL, AND MAY NOT BE REPRODUCED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF STRUCTURAL TECHNOLOGIES LLC ("VSL"). FURTHER, THE USE OF THIS DOCUMENT OR ANY INFORMATION PRESENTED HEREIN IS RESTRICTED TO THE SPECIFIC PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED. ANY OTHER USE IS STRICTLY PROHIBITED STRUCTURAL TECHNOLOGIES LLC ("VSL") DISCLAIMS ANY LIABILITY FOR ANY UNAUTHORIZED, UNINTENDED OR OTHER IMPERMISSIBLE USE OF THIS DOCUMENT OR ANY INFORMATION IT CONTAINS. 0.08" 2" PROJECT NO: SCALE: TITLE: Marking every 6 ft 2" PROJECT INFORMATION: 2.83" 2.99" 3.39" 2" INVENTORY No. 02DT0413 SHEET NO: NTS C270 CHK BB ZX DATE 07APR1995 18FEB1997 06OCT1997 16APR2018
GDH NDS 11MAY2004 APPROVED FOR PRODUCTION 1 CHK BY DESCRIPTION NO 0.95" 0.06" 0.05" TYP. DATE CDL GDH 10JAN2018 TITLE BLOCK UPDATED 1.31" 2 1.31" SECTION A-A Dallas, TX / Washington, DC / Denver, CO / Pompano Beach, FL 1 DESCRIPTION 1 - 23MM GROUT HOSE CAP NOTE: MATERIAL MEETS OR EXCEEDS FDOT SPECIFICATION 960 MATERIAL HDPE INVENTORY# 02DT0314 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. TITLE: QTY SYSTEM DRAWING ITEM 23MM GROUT HOSE CAP TOP VIEW PROJECT INFORMATION: ELECTRONIC FILE LOCATION: I:\VSL System Drawings\Work In Progress Drawings\Work In Progress Drawings\Florida DOT Test 2017\ECI 6-22 Grouted System FRONT VIEW STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 118 FORT WORTH, TX 76155 1.13" 1.28" PHONE: (817) 545-4807 FAX: (817) 545-4827 WWW.VSL.NET STRUCTURAL TECHNOLOGIES, LLC CLAIMS A STRICT PROPRIETARY RIGHT IN ALL DRAWINGS, SPECIFICATIONS AND CALCULATIONS ("INFORMATION") SET FORTH ON THIS SHEET. THE USE OF SUCH INFORMATION IN WHOLE OR IN PART, OR ANY REPRODUCTION THEREOF, IS RESTRICTED TO THE SITE FOR WHICH IT WAS PREPARED AND TO THE MATERIAL AND/OR SERVICE PROVIDED BY STRUCTURAL TECHNOLOGIES / VSL. ANY OTHER USE IS STRICTLY PROHIBITED, AND STRUCTURAL TECHNOLOGIES / VSL DISCLAIMS ANY LIABILITY THEREFORE. 1.00" SCALE: PROJECT NO: --- NTS SHEET NO: C586 PLOT DATE/TIME: 20Apr2018 1:55 PM FILE NAME: C586 23MM Grout Hose Cap.dwg
CHK DATE 26APR2004 NO DESCRIPTION BY GDH NDS RELEASED FOR PRODUCTION 1 02JUL2018 ZX CDL TITLE BLOCK UPDATED 2 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. 23MM HOSE TITLE: INVENTORY#: 02DT0310 STRUCTURAL TECHNOLOGIES, LLC DALLAS OFFICE 15600 TRINITY BLVD, SUITE 11
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
Top Level Bill of Materials UNC Charlotte Senior Design Project: Scooter Project Bill of Materials for End Project 10/06/2006, Rev A Item Qty Price per Total Source Handle Bar Assembly 1 3.39 3.39 Sub-Assembly Steering Assembly 1 6.29 6.29 Sub-Assembly Frame Assembly 1 7.79 7.79 Sub-Assembly Front Wheel Assembly 1 6.15 6.15 Sub-Assembly
: New Parts RANK: Japan only * * * * * * * * * * * * * * * * * * * * * * * * * * * * * OVERALL ASSEMBLY SGV800 A01 Neck Assembly BUS A01 Neck Assembly RDS A01 Neck Assembly BKS A01 Neck Assembly PSW A01a Seal (QC55400) D01 Body E01 Tuning Machine Assembly SPERZEL TUNER 0.87 6 10 E03 Mark yamaha logo (QC32010) E10 Rod Cover BL 04 E11 Oval Head .
sc500 53 b nil 2015.05.19 2015.02.13 pos. artikel-nr. menge variante notes 1 9100000735 1 decals nilfisk sc500 kit 2 1 wheels rear-squeegee assembly [1] 3 1 tank recovery assembly [2] 4 1 motor drive assembly [3] 5 1 tank solution assembly [4] 6 1 squeegee assembly [5] 7 1 paddle assembly [6] 8 1 panel control assembly [7] 9 1 deck brush .
x86 Assembly Language Introduction. x86 Assembly Why Learn Assembly? Assembly is the most primitive tool in the programmers toolbox. Entire software projects can be written without ever once looking at a single line of assembly code. So the question arises: why learn assembly?
2. HRSG Assembly: Outputs HRSGAssembly[1] Estimated HRSG Data 1. HRSG System Summary Size Overall Length (horizontal) 21,72 m Overall Width 3,686 m Overall Height (HRSG) 11,82 m Overall Height (Main stack height) 17,18 m Weight Overall Weight (dry) 220.400 kg Round to Square 7.400 kg Transition Duct 25.150 kg
assembly line efficiency. 3.1. Description of the assembly line As illustrated in figure 2, the assembly line is broken into three main phases: Assembly of sub components: it provides wiring bars necessary to introduce in the second phase. Beam assembly
Parts Catalogue BRANSON TRACTOR. CONTENTS C001 Mounting Kit 3 C002 Main Frame Assembly 5 C003 Swing Frame Assembly 7 C004 Boom Lower Assembly 9 C005 Boom High Assembly 11 C006 Bucket Assembly- STD. 13” HD 13 C007 Bucket Assembly- Option. 16”HD 15 C008 Hydraulic Parts(for S/N. K50911) 17 C009 Hydraulic Parts(for S/N.L50960 ) 19 C010 Cylinder(BH76C-09-8100) 21 C011 Cylinder(BH76C-09-830A .
S What is Generative Assembly Structural Analysis (3/5) We have two basic approaches to perform Generative Assembly Structural analysis – Assembly Analysis and Analysis Assembly Assembly Analysis: A. The product document is available. You will switch to analysis workbench to create
