Steel drawing files
138-1PHBP01-ER01.pdf 138-1PHBP01-ER01
Energizing tomorrow's community today! ERECTION DRAWING 138 kV 1Ø HIGH BUS PEDESTAL Denton, Texas DME STEEL STANDARD 138-1PHBP01138-1PHBP01-ER01 PROJECT: QUANTITY: DATE: 05/09/2410
REQUIRED UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PHBP01-SD01.pdf 138-1PHBP01-SD01
Energizing tomorrow's community today! STEEL DETAILS 138 kV 1Ø HIGH BUS PEDESTAL Denton, Texas DME STEEL STANDARD 138-1PHBP01138-1PHBP01-SD01 PROJECT: QUANTITY: DATE: 05/09/2410 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PHCTP02-ER01.pdf 138-1PHCTP02-ER01
Energizing tomorrow's community today! ERECTION DRAWING 138 kV 1Ø HIGH C.T. PEDESTAL W/ ADAPTER Denton, Texas DME STEEL STANDARD 138-1PHCTP02 138-1PHCTP02-ER01 PROJECT: QUANTITY:
DATE: 05/09/246 REQUIRED UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PHCTP02-SD01.pdf 138-1PHPTP-SD01
a a d d d d MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 2 of 2 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed
STEEL DETAILS 182420 138 kV 1Ø HIGH C.T. PEDS W/ADAPTER Denton, Texas DME STEEL STANDARD 138-1PHCTP02138-1PHCTP02-SD01 #7/23/15KWB/B&V JRV/B&VJRV/B&V PROJECT: QUANTITY: DATE: 6/6/246
REQUIRED UNDERWOOD SUBSTATION d b c A a A8/5/15JRVISSUED FOR CONSTRUCTION R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840
ISSUED FOR CONSTRUCTION
138-1PLBP02-ER01.pdf 138-1PLBP01-ER01
Energizing tomorrow's community today! ERECTION DRAWING 138 kV 1Ø LOW BUS PEDESTAL Denton, Texas DME STEEL STANDARD 138-1PLBP02138-1PLBP02-ER01 PROJECT: QUANTITY: DATE: 05/09/2430
REQUIRED UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PLBP02-SD01.pdf 138-1PLBP01-SD01
Energizing tomorrow's community today! STEEL DETAILS 138 kV 1Ø LOW BUS PEDESTAL Denton, Texas DME STANDARD 138-1PLBP02138-1PLBP02-SD01 PROJECT: QUANTITY: DATE: 05/09/2430 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PLCT01-ER01.pdf L:\200 Substations\201 Substations\Jim Christal\04 Design\04.04 Structural\As-builts\S20 - 138 kV 1-Phase Low C.T. Pedestal Str
138-1PLCT01-SD01.pdf L:\200 Substations\201 Substations\Jim Christal\04 Design\04.04 Structural\As-builts\S20 - 138 kV 1-Phase Low C.T. Pedestal Str
138-1PPTP01-ER01.pdf 138-1PPTP01-ER01
sheet 1 of 2 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed ERECTION DRAWING 190858 138 kV 1Ø P.T. PEDESTAL W/ADAPTER
Denton, Texas DME STEEL STANDARD 138-1PPTP01138-1PPTP01-ER01 #12/07/12MAG MAGMAG PROJECT: QUANTITY: DATE: 05/09/2423 REQUIRED UNDERWOOD SUBSTATION A9/23/16JRVISSUED FOR REVIEW R ENGINEER
OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PPTP01-SD01.pdf 138-1PPTP01-SD01
a a d d d MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 2 of 2 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed
STEEL DETAILS 190858 138 kV 1Ø P.T. PEDESTAL W/ADAPTER Denton, Texas DME STEEL STANDARD 138-1PPTP01138-1PPTP01-SD01 #12/07/12MAG MAGMAG d b c A a 12/28/13MAGREVISED PLATE "f" 24/19/13MAGREMOVE
SPACER A9/23/16JRVISSUED FOR REVIEW PROJECT: QUANTITY: DATE: 05/09/2423 REQUIRED UNDERWOOD SUBSTATION R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE
300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PSSVTP01-ER01.pdf 138-SSVTP01-ER01
sheet 1 of 2 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed ERECTION DRAWING 190858 138 kV 1Ø S.S.V.T. PEDESTAL W/ADAPTER
Denton, Texas DME STEEL STANDARD 138-1PSSVTP01138-SSVTP01-ER01 #01/14/14DWR DWRDWR PROJECT: QUANTITY: DATE: 05/09/242 REQUIRED UNDERWOOD SUBSTATION A9/23/16JRVISSUED FOR REVIEW R ENGINEER
OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-1PSSVTP01-SD01.pdf 138-1PSSVTP-SD01
a a d d d MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 2 of 2 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed
STEEL DETAILS 190858 138 kV 1Ø S.S.V.T. PEDESTAL W/ADAPTER Denton, Texas DME STEEL STANDARD 138-1PSSVTP01138-SSVTP01-SD01 #01/14/14DWR DWRDWR PROJECT: QUANTITY: DATE: 05/09/242 REQUIRED
UNDERWOOD SUBSTATION d b c A a 12/28/13MAGREVISED PLATE "f" f h A9/23/16JRVISSUED FOR REVIEW R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE
STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-EV201-SD01.pdf L:\200 Substations\201 Substations\Jim Christal\04 Design\04.04 Structural\As-builts\EV2 Switch Outrigger A3A\Drawings\138-EV20
138-HBDS01-ER01.pdf 138-HBDS01-ER01
sheet 1 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed ERECTION DRAWING 178705 138 kV HIGH BUS DISCONNECT SWITCH
STAND Denton, Texas DME STEEL STANDARD 138-HBDS01138-HBDS01-ER01 $12/07/12MAG MAGMAG PROJECT: QUANTITY: DATE: 05/09/246 REQUIRED UNDERWOOD SUBSTATION R ENGINEER OF RECORD FOR PROJECT
416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-HBDS01-SD01.pdf 138-HBDS-SD-01
a a MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 2 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed STEEL
DETAILS 178705 138 kV HIGH BUS DISCONNECT SWITCH STAND Denton, Texas DME STEEL STANDARD 138-HBDS01138-HBDS01-SD01 $12/07/12MAG MAGMAG D c C b a A B (WELD TO B) (WELD TO B) (WELD TO
B) PROJECT: QUANTITY: DATE: 05/09/246 REQUIRED UNDERWOOD SUBSTATION R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED
FOR CONSTRUCTION
138-HBDS01-SD02.pdf 138-HBDS-SD-02
a a d d a a d c c f MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 3 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date
designed STEEL DETAILS 178705 138 kV HIGH BUS DISCONNECT SWITCH STAND Denton, Texas DME STEEL STANDARD 138-HBDS01138-HBDS01-SD02 $12/07/12MAG MAGMAG d a b B d c b A a f PROJECT: QUANTITY:
DATE: 05/09/246 REQUIRED UNDERWOOD SUBSTATION R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-LBDS01-ER01.pdf 138-LBDS01-ER01
sheet 1 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed ERECTION DRAWING 190858 138 kV LOW BUS DISCONNECT SWITCH
STAND Denton, Texas DME STEEL STANDARD 138-LBDS01138-LBDS01-ER01 #12/07/12MAG MAGMAG PROJECT: QUANTITY: DATE: 05/09/2418 REQUIRED UNDERWOOD SUBSTATION R ENGINEER OF RECORD FOR PROJECT
416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
138-LBDS01-SD01.pdf 138-LBDS01-SD01
a a MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 2 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date designed STEEL
DETAILS 190858 138 kV LOW BUS DISCONNECT SWITCH STAND Denton, Texas DME STEEL STANDARD 138-LBDS01138-LBDS01-SD01 #12/07/12MAG MAGMAG PROJECT: QUANTITY: DATE: 05/09/2418 REQUIRED UNDERWOOD
SUBSTATION D c C b a A B (WELD TO B) (WELD TO B) (WELD TO B) R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR
CONSTRUCTION
138-LBDS01-SD02.pdf 138-LBDS01-SD02
a a d d a a d c c f MARK REMARKS QTY. DESCRIPTION LENGTH FT. IN. WT. sheet 3 of 3 contract project Energizing tomorrow's community today! rev.detailed checked revision by date no. date
designed STEEL DETAILS 190858 138 kV LOW BUS DISCONNECT SWITCH STAND Denton, Texas DME STEEL STANDARD 138-LBDS01138-LBDS01-SD02 #12/07/12MAG MAGMAG PROJECT: QUANTITY: DATE: 05/09/2418
REQUIRED UNDERWOOD SUBSTATION d a b B d c b A a f R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
15-3PBS01-ER01.pdf 15-3PBS01-ER01
Energizing tomorrow's community today! ERECTION DRAWING 13.2 kV 3Ø BUS SUPPORT Denton, Texas DME STEEL STANDARD 15-3PBS0115-3PBS01-ER01 PROJECT: QUANTITY: DATE: 03/03/172 REQUIRED
JIM CHRISTAL SUBSTATION ISSUED FOR BID 03/03/17
15-3PBS01-SD01.pdf 15-3PBS01-SD01
Energizing tomorrow's community today! STEEL DETAILS 13.2 kV 3Ø BUS SUPPORT Denton, Texas DME STEEL STANDARD 15-3PBS0115-3PBS01-SD01 PROJECT: QUANTITY: DATE: 03/03/172 REQUIRED JIM
CHRISTAL SUBSTATION ISSUED FOR BID 03/03/17
40-TOB2-SD01.pdf 40-TOB2-SD01
Energizing tomorrow's community today! STEEL DETAILS 138 kV H-FRAME TAKE OFF STRUCTURE Denton, Texas DME STEEL STANDARD 40-TOB240-TOB2-SD01 PROJECT: QUANTITY: DATE: 05/09/242 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
40-TOS02-ER01.pdf 40-TOS02-ER01
Energizing tomorrow's community today! ERECTION DRAWING 138 kV H-FRAME TAKE OFF STRUCTURE Denton, Texas DME STEEL STANDARD 40-TOS0240-TOS02-ER01 PROJECT: QUANTITY: DATE: 05/09/242
REQUIRED UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
40-TOS02-SD01.pdf 40-TOS02-SD01
Energizing tomorrow's community today! STEEL DETAILS 138 kV H-FRAME TAKE OFF STRUCTURE Denton, Texas DME STEEL STANDARD 40-TOS0240-TOS02-SD01 PROJECT: QUANTITY: DATE: 05/09/242 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
65-OHSM01-ER01.pdf 65-0HSM01-ER01
Energizing tomorrow's community today! ERECTION DRAWING 65' OVERHEAD STATIC MAST POLE Denton, Texas DME STEEL STANDARD 65-OHSM0165-OHSM01-ER01 PROJECT: QUANTITY: DATE: 05/09/246 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
65-OHSM01-SD01.pdf 65-OHSM01-SD01
Energizing tomorrow's community today! STEEL DETAILS 65' OVERHEAD STATIC MAST POLE Denton, Texas DME STEEL STANDARD 65-0HSM0165-OHSM01-SD01 PROJECT: QUANTITY: DATE: 05/09/246 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
65-OHSW01-SD02.pdf 65-OHSW01-SD02
Energizing tomorrow's community today! STEEL DETAILS 65' OVERHEAD STATIC MAST POLE Denton, Texas DME STEEL STANDARD 65-OHSM0165-OHSM01-SD02 PROJECT: QUANTITY: DATE: 05/09/246 REQUIRED
UNDERWOOD SUBSTATION ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT., SUITE 300 COLLEGE STATION, TX 77840 ISSUED FOR CONSTRUCTION
BPSG01-SD01.pdf L:\200 Substations\201 Substations\Jim Christal\04 Design\04.04 Structural\As-builts\Building Bearing Plate\Drawings\BPSG01-SD0
LB01-SD01.pdf L:\200 Substations\201 Substations\Jim Christal\04 Design\04.04 Structural\As-builts\Light Bracket\Drawings\LB01-SD01 LB01 (1)
TOS01.pdf
Tekla Structures 416590 TOS01 0 24.9kV 3-PHASE BUS SUPPORT STRUCTURE ERECTION DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES
NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 BLACK & VEATCH R ISSUED FOR CONSTRUCTION 1. SEE 416590-TOS01-A, FOR ASSEMBLY DRAWING. 2. MAXIMUM GAP BETWEEN TOP OF CONCRETE AND BASE PLATE SHOULD
NOT EXCEED 2 TIMES THE ANCHOR BOLT DIAMETER. 3. ALL AREAS AFFECTED BY FIELD CUTTING OR DRILLING AND AREAS WHERE GALVANIZING IS DAMAGED DURING INSTALLATION SHALL BE TOUCHED UP AND PAINTED
WITH GALVANOX OR APPROVED EQUAL ZINC RICH PAINT PER ASTM A780. JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BUS SUPPORT STRUCTURE SCALE: 12 / "=1'-0 SECTION 1 - 1 58 /
BOLT LIST QUANTITY BOLT DIAMETER BOLT LENGTH BOLT ADDITIONAL BOLT ASSEMBLIES LIST BOLT GRADE 4 2 F3125 GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) DESCRIPTIONQUANTITY DIAMETER
BOLT 4 58 / STD FLAT HARDENED WASHER APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY
OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. TOS01-A-1SH1 HSS8X8X 3 16 / TOS01-A-1B1 W8X18 1 1 4'-04'-0 23'-2 34 / TOS01-A-1SH1 HSS8X8X 316 /
TOS01-A.pdf
Tekla Structures 416590 TOS01-A- 0 24.9kV 3-PHASE BUS SUPPORT STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION
NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES
STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL
STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N.
- ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992,
MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123>
FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS01, FOR ERECTION DRAWING. BILL OF MATERIAL
MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS01-A-1B1 1 W8X18 8'-0" 143TOS01-A-1B1 1 BEAM 143 TOS01-A-1SH1 1 HSS8X8X3/16 22'-4 7/8" 508TOS01-A-1SH1 1 COLUMN
409 p200 1 PL1"X16" 1'-4" 62 p204 1 PL3/4"X10" 1'-4" 34 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOTAL WEIGHT THIS DRAWING 651 COLUMNTOS01-A-1SH1 BEAMTOS01-A-1B1 7'-1 34 / 6'-10 14 / 4'-1 34 /
3'-10 14 / 1'-1 3 4 / 10 1 4 / RD 4'-6 3'-6 RD 11 5 8 / RD 9 7 8 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED.
THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. W8X18 x 8'-0 1 3 4 / 1 3 4 / 13 4/ 3916 /3 916 /3 916 / 13 4/ 13 4/ 13 4/ 13 8/ 13 8/ p204 p200
3 516 / TYP 316 / 316 / TYP 1 4 / p211 (B/S) 22'-658 / (HSS8X8X316 / x 22'-478 / ) (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 8 8 6 6 5 3 5 1 3 8 / 1 3 8 / (-818 / ) p211 1 p211 78 /
p200 p204 6 6 6 1 7 7 8 3 78 / 3 134 / 3 3 6 8 8 8 78 / ( 2 )- 916 / "Ø p211 134 / 78 / 31 4 312 / ( 4 )- 1 916 / "Ø 1'-4 p200 2 1'-0 1'-4 1'-0 2 5 6 55 2 2 6 5 p204 ( 4 )- 1116 / "Ø
( 1 )- 5"Ø 35 8/ 23 4/ 35 8/ 1'-4 88 2 1'-0 2 10 55
TOS02.pdf
Tekla Structures 416590 TOS02 0 24.9kV MAIN BREAKER SWITCH STRUCTURE ERECTION DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES
NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 BLACK & VEATCH R ISSUED FOR CONSTRUCTION JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS02-A, 416590-TOS02-B, AND
416590-TOS02-C, FOR ASSEMBLY DRAWINGS. 2. MAXIMUM GAP BETWEEN TOP OF CONCRETE AND BASE PLATE SHOULD NOT EXCEED 2 TIMES THE ANCHOR BOLT DIAMETER. 3. ALL AREAS AFFECTED BY FIELD CUTTING
OR DRILLING AND AREAS WHERE GALVANIZING IS DAMAGED DURING INSTALLATION SHALL BE TOUCHED UP AND PAINTED WITH GALVANOX OR APPROVED EQUAL ZINC RICH PAINT PER ASTM A780. MAIN BREAKER STRUCTURE
SCALE: 12 / "=1'-0 SECTION 1 - 1 ADDITIONAL BOLT ASSEMBLIES LIST QUANTITY DIAMETER BOLT 58 / DESCRIPTION 52 58 / STD FLAT HARDENED WASHER BOLT LIST QUANTITY BOLT DIAMETER BOLT LENGTH
BOLT BOLT GRADE 52 1-34 / F3125 GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. TOS02-A-2SH1 HSS8X8X 3 16 / TOS02-A-2SH2 HSS8X8X 316 / 3'-6 3'-6 TOS02-B-2B1 HSS8X8X316
/ TOS02-C-2B1 HSS8X8X316 / 1 (TYP) 1 (TYP) 21'-9 38 / 14'-0 5'-0 58 / 16'-3 12 / 3'-63'-6 1'-234 / 2'-778 / TOS02-C-2B2 W8X18 TOS02-B-2B3 W8X18 TOS02-B-2B2 W8X18 TOS02-C-2B1 HSS8X8X316
/ 1'-518 / TOS02-B-2B1 HSS8X8X316 / 1'-234 / 3'-03'-0 2'-778 / 4'-858 /
TOS02-A.pdf
Tekla Structures 416590 TOS02-A- 0 24.9kV MAIN BREAKER SWITCH STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION
NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES
STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL
STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N.
- ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992,
MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123>
FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL
WEIGHT REMARKS QTY EACH WEIGHT TOS02-A-2SH1 1 HSS8X8X3/16 21'-8 1/8" 519TOS02-A-2SH1 1 COLUMN 396 p200 1 PL1"X16" 1'-4" 62 p201 2 PL3/8"X16" 1'-4" 54 p203 1 PL1/4"X7 3/4" 0'-7 3/4"
4 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOS02-A-2SH2 1 HSS8X8X3/16 21'-8 1/8" 519TOS02-A-2SH2 1 COLUMN 396 p200 1 PL1"X16" 1'-4" 62 p201 2 PL3/8"X16" 1'-4" 54 p203 1 PL1/4"X7 3/4" 0'-7 3/4"
4 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOTAL WEIGHT THIS DRAWING 1038 1. SEE 416590-TOS02, FOR ERECTION DRAWING. COLUMNTOS02-A-2SH2 COLUMNTOS02-A-2SH1 20'-5 18 / 16'-8 1 2 / 15'-8 1 2 / RD
21'-5 18 / 9 7 8 / RD 11 5 8 / 9 7 8 / RD 11 5 8 / 20'-5 18 / 21'-5 18 / 15'-8 1 2 / RD 16'-8 1 2 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE
OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. 37 8/ 8 6 1 4 / p201 (N/S) 316 / 316 / TYP p201 (N/S) 8 21'-938
/ (HSS8X8X316 / x 21'-818 / ) p200 2 p203 p211 (B/S) 516 / TYP 37 8/ 3 3 8 8 8 2 8 6 6 6 1'-02 6 6 21'-0 3 1 7 3 p201 3 p201p211 p200 p211 p203 18 /TYP 316 / 316 / TYP (TYP BOTH ENDS)
TYP 4 SIDES 1"Ø VENT HOLE 37 8/ 8 37 8/ 134 / 78 /7 8/ 6 6 8 7 1 3 1'-0 ( 4 )- 1 916 / "Ø 2 6 p200 5 5 6 21'-02 2 5 5 1'-4 1'-4 2 p201 ( 4 )- 1116 / "Ø 1'-0 2 1'-4 2 2 1'-0 1'-4 TYP
p200 1 p211 p211 p201 37 8/ p203 316 / 316 / TYPp201 6 18 / 3 8 1 3 7 (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 78 /1 34 / 3 3 78 / 7 21'-938 / (HSS8X8X316 / x 21'-818 / ) 8 6 37 8/
37 8/ p211 (B/S) p203 p201 6 8 316 / 316 / TYP 8 3 8 3 516 / TYP p200 p201 1 4 / 6 2 1'-0 22 8 6 8 8 6 6 6 37 8/ 2 1'-0 5 ( 4 )- 1 916 / "Ø 5 p200 1'-4 56 2 1'-0 2 1'-4 1'-0 2 2 56
2 ( 4 )- 1116 / "Ø 1'-4 p201 1'-02 1'-02 2 1'-4 73 4/ 34 / p203 34 / 734 / 61 4/ 34 / 34 /34 / 61 4/ 34 / 34 /6 14 / 34 / 614 / 3 134 / p211 1 ( 2 )- 916 / "Ø 312 / 78 / 78 / 4 34 /
34 / 61 4/ 61 4/ p203 34 / 34 / 614 / 614 / 34 / 34 / 34 / 34 / 73 4/ 734 / 1 p211 312 / ( 2 )- 916 / "Ø 3 134 / 78 /7 8/ 4
TOS02-B.pdf
Tekla Structures 1. SEE 416590-TOS02, FOR ERECTION DRAWING. 416590 TOS02-B- 0 24.9kV MAIN BREAKER SWITCH STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL
ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE
BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL
BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET
PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). -
STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING
STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED,
NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8"
HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER
OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL
OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS02-B-2B1 1 HSS8X8X3/16 13'-2 1/2" 334TOS02-B-2B1 1 BEAM 241 a1 12 L3X3X3/8 0'-5 1/4" 38 p1 2 PL3/8"X16"
1'-4" 54 TOS02-B-2B2 1 W8X18 2'-5 1/2" 188TOS02-B-2B2 3 BEAMS 44 p3 2 PL1/2"X5 1/4" 1'-0 1/2" 19 TOS02-B-2B3 1 W8X18 5'-3 3/4" 341TOS02-B-2B3 3 BEAMS 95 p2 2 PL1/2"X5 1/4" 1'-0 1/2"
19 TOTAL WEIGHT THIS DRAWING 863 BEAMTOS02-B-2B3 BEAMTOS02-B-2B2 BEAMTOS02-B-2B1 A - A 3'-2 5 8 / 6'-8 5 8 / 10'-2 58 / 9'-11 78 / 6'-5 7 8 / 2'-11 7 8 / RD 1'-8 1 2 / 9 RD 2'-21 8
/ RD 3'-15 8 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO
THE LATEST CONTROLLED VERSION. 8 12 / 8 6 1 2 / p1p1 41 2/ 41 2/ (-438 / ) A (TYP) A (TYP) a1 (B/S) 1 2 / a1 (B/S) 316 / TYP a1 (B/S)a1 (B/S) a1 (B/S) a1 (B/S) (-438 / )13'-3 14 / (HSS8X8X316
/ x 13'-212 / ) 1 2 / 8 4 1 2 / 4 1 2 / 8 41 2/ 6 66 1 2 / 12 / 41 2/ 8 53 4/ 114 / 53 4/ p1 234 / 114 / p1 6 a1 (B/S) 53 4/ a1 (B/S) 53 4/ 6 114 / a1 (B/S) a1 (B/S) a1 (B/S) 114 /
a1 (B/S) (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 114 /2 34 /1 14 / 6 6 8 234 / 8 8 114 / 5 3 4 / 5 3 4 / 114 / 234 / 114 / 114 / 234 /1 14 / 234 / 114 / a1 534 / 534 / a1 a1 a1 316
/ TYP 3 SIDES TYP 41 2/ 41 2/ 534 / 412 /4 12 / 534 / 1'-0 ( 1 )- 2"Ø ( 4 )- 1116 / "Ø 2 p1 1'-0 2 1'-4 88 8 8 2 2 1'-4 514 / 3 a1 ( 2 )- 1116 / "Ø 514 / a1 234 /1 14 / 114 / 3 134
/ p3 p3 51516 / 12 / 316 / 316 / TYP 4 1 4 / 3916 / 3916 / 4 1 4 / 12 12 12 12 2'-61516 / (W8X18 x 2'-512 / ) 12 /512/12/ 2'-512 /11 16/ 1116 / 512 /12/ 51516 / 818 / 818 / p3 p3 1
3 8 / 1 3 8 / p3 p3 1 1 1 1 ( 2 )- 1116 / "Ø 15 8/ p3 15 8/ 2 6716 /6 116 / 1'-012 / p2 p2 12 / 534 / 316 / 316 / TYP 5'-334 / 1116 / 818 / 1116 / 12 / 47 16/ 31116 / 31116 / 12 12
534 / 5'-5316 / (W8X18 x 5'-334 / ) 12 12 534 / 12 / 534 / 12 / 47 16 / 818 / p2 p2 1 13 8 / 13 8 / 1 1 1 614 / p2 ( 2 )- 1116 / "Ø 614 / 2 15 8 /1 58 / 51 4 / 1'-012 /
TOS02-C.pdf
Tekla Structures 416590 TOS02-C- 0 24.9kV MAIN BREAKER SWITCH STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION
NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES
STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL
STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N.
- ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992,
MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123>
FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL
WEIGHT REMARKS QTY EACH WEIGHT TOS02-C-2B1 1 HSS8X8X3/16 13'-2 1/2" 315TOS02-C-2B1 1 BEAM 241 a1 6 L3X3X3/8 0'-5 1/4" 19 p1 2 PL3/8"X16" 1'-4" 54 TOS02-C-2B2 1 W8X18 6'-0" 322TOS02-C-2B2
3 BEAMS 107 TOTAL WEIGHT THIS DRAWING 637 1. SEE 416590-TOS02, FOR ERECTION DRAWING. BEAMTOS02-C-2B2 BEAMTOS02-C-2B1 A - A 3'-2 5 8 / 6'-8 5 8 / 9'-11 78 / 10'-2 58 / 2'-11 7 8 / RD
6'-5 7 8 / 2'-6 1 4 / RD 3'-5 3 4 / 5'-4 34 / 5'-1 14 / 10 3 4 / 7 1 4 / RD APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED.
THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. 6 a1 (B/S) 6 316 / TYP p1p1 8 1 2 / A (TYP) A (TYP) 8 6 12 / a1 (B/S) a1 (B/S) 12 / 8 6 8 (-438
/ )13'-3 14 / (HSS8X8X316 / x 13'-212 / )(-4 38 / ) a1 a1 a1 6 a1 114 / a1 a1 p1 p1 5 3 4 / 8 8 234 / 66 114 /1 14 / 114 / (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE1 14 / 114 / 234
/ 114 / 53 4/ 5 3 4 / 53 4/ 6 234 / 114 /2 34 / 88 53 4/ 53 4/ 114 / 234 / 114 / 114 /2 34 /1 14 / a1a1 316 / TYP 3 SIDES TYP 12 / 534 /5 34 / 12 / ( 4 )- 1116 / "Ø ( 1 )- 2"Ø 2 p1
1'-0 2 1'-4 88 88 1'-0 22 1'-4 514 / a1 3 114 / a1 ( 2 )- 1116 / "Ø 234 / 514 / 114 / 3 134 / W8X18 x 6'-0 1 3 8 / 1 3 8 / 3916 / 1 3 4 / 13 4/ 1 3 4 / 13 4/ 3916 /
TOS03.pdf
Tekla Structures 416590 TOS03 0 24.9kV DISTRIBUTION STRUCTURE ERECTION DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO
DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT,
SUITE 300 COLLEGE STATION, TX 77840 BLACK & VEATCH R ISSUED FOR CONSTRUCTION JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS03-A, 416590-TOS03-B, AND 416590-TOS03-C,
FOR ASSEMBLY DRAWINGS. 2. MAXIMUM GAP BETWEEN TOP OF CONCRETE AND BASE PLATE SHOULD NOT EXCEED 2 TIMES THE ANCHOR BOLT DIAMETER. 3. ALL AREAS AFFECTED BY FIELD CUTTING OR DRILLING AND
AREAS WHERE GALVANIZING IS DAMAGED DURING INSTALLATION SHALL BE TOUCHED UP AND PAINTED WITH GALVANOX OR APPROVED EQUAL ZINC RICH PAINT PER ASTM A780. SECTION 4 - 4 SECTION 2 - 2 SECTION
3 - 3 DISTRIBUTION STRUCTURE SCALE: 14 / "=1'-0 SECTION 1 - 1 58 / BOLT LIST QUANTITY BOLT DIAMETER BOLT DIAMETER BOLT LENGTH BOLT BOLT GRADE 152 STD FLAT HARDENED WASHER 152 2 F3125
GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) ADDITIONAL BOLT ASSEMBLIES LIST QUANTITY DESCRIPTION 58 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT
CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. TOS03-C-3B1 W8X18 TOS03-C-3B1 W8X18 TOS03-C-3B1 W8X18
TOS03-C-3B1 W8X18 TOS03-C-3B1 W8X18 TOS03-C-3B1 W8X18 12'-012'-012'-012'-012'-0 8'-1 8'-1 TOS03-A-3SH2 HSS10X8X 38 / TOS03-C-3B1 W8X18 8'-18'-1 19'-0 34 / 4'-63 4/ 2'-012'-6 TOS03-B-3SH1
HSS10X8X 38 / TOS03-C-3B1 W8X18 TOS03-C-3B3 C12X20.7 TOS03-C-3B3 C12X20.7 19'-03 4/ 8'-18'-1 8'-2 TOS03-C-3B2 HSS6X6X38 / TOS03-A-3SH2 HSS10X8X 38 / 12'-0 44 12'-0 TOS03-C-3B2 HSS6X6X38
/ TOS03-C-3B2 HSS6X6X38 / TOS03-A-3SH1 HSS10X8X 3 8 / TOS03-A-3SH2 HSS10X8X 38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-A-3SH2 HSS10X8X 38 / TOS03-C-3B2
HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-B-3SH1 HSS10X8X 38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38
/ TOS03-A-3SH2 HSS10X8X 38 / TOS03-C-3B2 HSS6X6X38 / TOS03-C-3B2 HSS6X6X38 / 1 1 2 (TYP UNO) 2 (TYP UNO) 3 3 2'-63 4 / 12'-012'-012'-0 2'-012'-6 19'-03 4 / TOS03-A-3SH1 HSS10X8X 38
/ TOS03-C-3B1 W8X18 8'-18'-1 19'-0 3 4 /
TOS03-A.pdf
416590 TOS03-A- 0 24.9kV DISTRIBUTION STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS
AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION.
- INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED
AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR
5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS,
SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. -
STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED
ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES.
MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 Tekla Structures JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS03, FOR ERECTION DRAWING. BILL OF MATERIAL MARK TOTAL
QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS03-A-3SH1 1 HSS10X8X3/8 18'-2 5/8" 1035TOS03-A-3SH1 1 COLUMN 732 p191 3 PL1/2"X18" 1'-6" 138 p193 1 PL3/4"X10" 1'-6" 38
p195 1 PL1 1/4"X20" 1'-8" 125 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOS03-A-3SH2 1 HSS10X8X3/8 18'-2 5/8" 4690TOS03-A-3SH2 4 COLUMNS 732 p191 6 PL1/2"X18" 1'-6" 276 p193 1 PL3/4"X10" 1'-6" 38
p195 1 PL1 1/4"X20" 1'-8" 125 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOTAL WEIGHT THIS DRAWING 5724 COLUMNTOS03-A-3SH2 COLUMNTOS03-A-3SH1 13'-9 3 4 / 12'-11 3 4 / 17'-6 12 / 16'-4 12 / 14'-11
34 / 11'-9 3 4 / RD 9 5 8 / RD 11 3 8 / 17'-6 12 / 16'-4 12 / 12'-11 3 4 / 11'-9 3 4 / RD 13'-9 34 / 14'-11 34 / 9 5 8 / RD 11 3 8 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE
OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. p191 (N/S) p195 p193 1 4 / p191 (N/S)
p191 (N/S) 1'-2 99 7 516 / TYP 9 10 316 / 316 / TYP p211 (B/S) 9 7 4 4 1'-22 2 (-818 / )18'-4 58 / (HSS10X8X38 / x 18'-258 / ) 2 9 9 10 7 7 9 77 7 7 8 8 2 9 2 1'-2 2 1 10 13 8/ p211
p191p191p211 7 p195 p193p191 8 8 78 / 316 / 316 / TYP TYP 78 / (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 134 / 3 3 3 3 1 13 8/ 5 5 7 10 1'-6 p191 2 ( 4 )- 1116 / "Ø 21'-2 2 1'-22 1'-6
5 1'-2 p193 ( 4 )- 1116 / "Ø ( 1 )- 5"Ø 1'-6 9 9 22 23 4 / 35 8 /3 58 / 5 7 ( 4 )- 1 916 / "Ø 6 2 p195 6 1'-4 2 6 7 8 1'-8 21'-42 1'-8 134 / p211 ( 2 )- 916 / "Ø 312 / 78 /7 8/ 1 3
4 p193 9 p191 (B/S) 9 p195 7 18'-458 / (HSS10X8X38 / x 18'-258 / ) 9 (-818 / ) 1'-22 7 10 316 / 316 / TYP 516 / TYP 4 7 9 p211 (B/S) p191 (B/S) 7 p191 (B/S) 9 2 7 7 7 8 9 8 99 10 4
7 21'-2222 1'-2 1 4 / p211 7 (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 8 p191 10 TYP p211 p191 78 / p195 13 8/ p191 p191 p193 55 p191 p191 78 / 316 / 316 / TYP 3 1 3 1 3 3 13 8/ 7 8
10 134 / 1'-2 ( 4 )- 1116 / "Ø 1'-6 p191 22 2 2 1'-2 1'-6 ( 4 )- 1 916 / "Øp195 6 2 2 1'-8 1'-8 1'-4 2 7 686 2 1'-4 7 35 8 / 2 p193 23 4 / ( 4 )- 1116 / "Ø ( 1 )- 5"Ø 1'-6 9 9 1'-2
2 10 55 35 8 / 312 / p211 1 ( 2 )- 916 / "Ø 3 134 / 78 /7 8/ 4
TOS03-B.pdf
Tekla Structures 416590 TOS03-B- 0 24.9kV DISTRIBUTION STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES
NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES
STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL
STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N.
- ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992,
MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123>
FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 1. SEE 416590-TOS03, FOR ERECTION DRAWING. JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL
MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS03-B-3SH1 1 HSS10X8X3/8 18'-2 5/8" 1138TOS03-B-3SH1 1 COLUMN 732 p191 3 PL1/2"X18" 1'-6" 138 p193 1 PL3/4"X10"
1'-6" 38 p194 4 PL1/4"X3" 0'-2" 2 p195 1 PL1 1/4"X20" 1'-8" 125 p196 2 PL1/2"X18" 1'-8" 102 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOTAL WEIGHT THIS DRAWING 1138 COLUMNTOS03-B-3SH1 11'-8 34 /
RD 13'-0 34 / 16'-312 / 17'-712 / 14'-11 34 / 12'-11 34 / 16'-41 2 / 17'-61 2 / 11'-9 34 / RD 13'-9 34 / 11'-0 34 / 11 3 8 / TYP 3'-6 3 4 / RD 6'-3 3 4 / 9'-0 34 / TYP 9 5 8 / TYP TYP
APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED
VERSION. p193p191 (F/S) p191 (F/S) p191 (F/S)p195 p196 (N/S) p196 (N/S) 14 / 1'-4 p194 (N/S) 9 8 p194 (N/S) p194 (N/S) 2 p194 (N/S) 2 316 / 316 / TYP 516 / TYP p211 (B/S) 9 1 4 / 9
4 4 18'-458 / (HSS10X8X38 / x 18'-258 / ) 1'-4 (-818 / ) 1 4 / 2 2 9 10 10 99 7 7 7 7 8 7 7 14 / 1 4 / p191p191 p191 1'-2 p193 p195 p196 (FS) 2 p196 (FS) p194 (FS) 2 1'-2 p194 (FS)
p194 (FS) p194 (FS) 77 1'-2 7 p211 (B/S) 2 2 9 2 9 2 7 99 77 9 9 8 p196p194 7 p191 p194 p191 p194p211 78 / p211 p194 3 10 3 p191 8 p193 p195 1 p196 316 / 316 / TYP TYP (TYP BOTH ENDS)
TYP 4 SIDES 1"Ø VENT HOLE 3 10 7 78 /1 34 / 5 5 1 3 2 1 138 / 13 8 / 6 1 1 p191 22 ( 4 )- 1116 / "Ø 1'-2 21'-2 2 1'-6 1'-6 2 34 / p193 ( 4 )- 1116 / "Ø ( 1 )- 5"Ø 55 358 / 35 8 / 10
9 9 1'-2 22 1'-6 6 p195 6 7 8 ( 4 )- 1 916 / "Ø 6 2 21'-42 7 21'-4 1'-8 1'-8 2 p196 ( 4 )- 1116 / "Ø 1'-8 1'-2 2 1'-6 21'-42 1 p211 ( 2 )- 916 / "Ø 3 4 134 / 78 /7 8/ 312 / ( 1 )- 916
/ "Ø 1 p194 2 1 3 21
TOS03-C.pdf
BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS03-C-3B1 1 W8X18 16'-2" 1736TOS03-C-3B1 6 BEAMS 289 TOS03-C-3B2 1 HSS6X6X3/8 11'-2" 6044TOS03-C-3B2
15 BEAMS 288 p190 6 PL3/8"X6" 0'-6" 23 p192 2 PL1/2"X18" 1'-6" 92 TOS03-C-3B3 1 C12X20.7 8'-11" 471TOS03-C-3B3 2 BEAMS 184 p196 1 PL1/2"X18" 1'-8" 51 TOTAL WEIGHT THIS DRAWING 8251
Tekla Structures 1. SEE 416590-TOS03, FOR ERECTION DRAWING. 416590 TOS03-C- 0 24.9kV DISTRIBUTION STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC
DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR
WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED
WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES
TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL
STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS)
TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO
A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16"
DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED
FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BEAMTOS03-C-3B3 BEAMTOS03-C-3B2
BEAMTOS03-C-3B1 A - A 6'-6 3 4 / 9'-10 34 / 15'-10 34 / 15'-7 14 / 9'-7 14 / 3'-6 3 4 / 12'-7 14 / 12'-10 34 / 3 1 4 / RD 3'-3 1 4 / 6 3 4 / 6'-3 1 4 / 7'-6 RD 8'-8 5'-8 1 2 / 5'-5
1 2 / 8'-8 12 / 8'-5 12 / 2'-8 1 2 / 2'-5 1 2 / RD 8'-9 7'-7 RD 6'-5 10 4'-3 6'-10 3'-5 3'-10 7'-3 1'-3 5 6'-5 4'-3 3'-5 1'-3 5 RD 7'-3 5 RD 1'-3 3'-5 4'-3 6'-5 7'-3 APPROVED FOR CONSTRUCTION
THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. 3916 / 3916
/ 134 / 13 4 / 3916 /3 916 / 3916 /3 14 / 3916 / W8X18 x 16'-2 13 8/ 13 8/ p190p190 316 / TYP 3 SIDES 316 / TYP 3 6 3 6 p190 p190 7 p190 p190p190 7 9 9 p192 p190 p192 (TYP BOTH ENDS)
TYP 4 SIDES 1"Ø VENT HOLE 99 7 7 7 9 3 p192 7 7 7 112 / A (TYP) A (TYP) p192 3 41 2/ 316 / TYP 11 2/ p190 (B/S)p190 (B/S) 41 2/ p190 (B/S) 11'-3 (HSS6X6X38 / x 11'-2") 112 / 112 /1
12 / 9 112 / (-412 / )(-4 12 / ) 1 1 2 / 3 9 9 4 1 2 / 11 2/ 112 / 3 p190 ( 2 )- (1116 / "x1") SLOTS 41 2 / 6 11 2 / 6 112 /1 12 / ( 4 )- 1116 / "Ø ( 1 )- 2"Ø 1'-6 p192 2 2 9 1'-2 99
9 1'-6 2 1'-2 2 8 316 / p196 (F/S)( 1 ) - 716 / "Ø 10 10 ( 1 ) - (1 12 / "x716 / ") SLOTS ( 1 ) - 716 / "Ø 3 1 4 / ( 1 ) - (1 12 / "x716 / ") SLOTS ( 1 ) - 716 / "Ø ( 1 ) - (1 12 /
"x716 / ") SLOTS 316 / 8 2 18 / 2 3 1 4 / 2 1'-2 C12X20.7 x 8'-11 2 18 / 21 8 / p196 1 5 8 / p196 1 5 8 / 1'-6 2 p196 ( 4 )- 1116 / "Ø 21'-2 1'-4 22 1'-8
TOS04.pdf
Tekla Structures 416590 TOS04 0 24.9kV URD RISER STRUCTURE ERECTION DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE
REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE
300 COLLEGE STATION, TX 77840 BLACK & VEATCH R ISSUED FOR CONSTRUCTION JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS04-A, 416590-TOS04-B, 416590-TOS04-C,
AND 416590-TOS04-D FOR ASSEMBLY DRAWINGS. 2. MAXIMUM GAP BETWEEN TOP OF CONCRETE AND BASE PLATE SHOULD NOT EXCEED 2 TIMES THE ANCHOR BOLT DIAMETER. 3. ALL AREAS AFFECTED BY FIELD CUTTING
OR DRILLING AND AREAS WHERE GALVANIZING IS DAMAGED DURING INSTALLATION SHALL BE TOUCHED UP AND PAINTED WITH GALVANOX OR APPROVED EQUAL ZINC RICH PAINT PER ASTM A780. URD RISER STRUCTURE
SCALE: 14 / "=1'-0 SECTION 1 - 1 LENGTH BOLT BOLT LIST QUANTITY BOLT 72 DIAMETER BOLT BOLT GRADE 72 58 / 2 F3125 GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) STD FLAT HARDENED
WASHER ADDITIONAL BOLT ASSEMBLIES LIST QUANTITY DIAMETER BOLT DESCRIPTION 58 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED.
THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. TOS04-A-4SH1 HSS8X8X 14 / TOS04-C-4B2 W8X18 TOS04-A-4SH1 HSS8X8X 14 / TOS04-C-4B1 HSS6X6X38 / TOS04-C-4B2
W8X18 TOS04-B-4B2 W8X18 TOS04-A-4SH1 HSS8X8X 14 / TOS04-A-4SH1 HSS8X8X 1 4 / TOS04-A-4SH1 HSS8X8X 14 / TOS04-C-4B2 W8X18 TOS04-A-4SH1 HSS8X8X 14 / TOS04-D-4B1 W8X18 TOS04-C-4B1 HSS6X6X38
/ TOS04-C-4B1 HSS6X6X38 / TOS04-C-4B1 HSS6X6X38 / 6'-0 TOS04-B-4B1 HSS6X6X38 / TOS04-C-4B1 HSS6X6X38 / TOS04-B-4B1 HSS6X6X38 / TOS04-B-4B1 HSS6X6X38 / TOS04-C-4B1 HSS6X6X38 / TOS04-B-4B1
HSS6X6X38 / 1 1 12'-012'-012'-012'-012'-0 4'-134 /3'-0 13'-134 / 3'-0 4'-1 3 4 / TOS04-A-4SH1 HSS8X8X 1 4 / 6'-0 13'-1 3 4 /
TOS04-A.pdf
BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS04-A-4SH1 1 HSS8X8X1/4 12'-3 7/8" 2944TOS04-A-4SH1 6 COLUMNS 298 p4 2 PL1/2"X14" 1'-0" 48 p193
1 PL3/4"X10" 1'-6" 38 p194 4 PL1/4"X3" 0'-2" 2 p197 1 PL1"X20" 1'-8" 103 p211 2 PL1/4"X4" 0'-3 1/2" 2 TOTAL WEIGHT THIS DRAWING 2944 Tekla Structures 416590 TOS04-A- 0 24.9kV URD RISER
STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE
APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING
SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL
STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL
WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS
AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR
WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL
HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION,
TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS04, FOR ERECTION DRAWING. COLUMNTOS04-A-4SH1 11 5 8 / 9 7 8 / 11'-6 58 / 5'-11 RD 3'-3 1 2 / 8'-6
12 / 9'-3 12 / 2'-6 1 2 / RD APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF
THIS DRAWING TO THE LATEST CONTROLLED VERSION. 3 p197 p211 6 1 p193 p211 3 516 / 516 / TYP 3 1 p194 6 2 6 p194 6 3 1 p4 p194TYP p194 2 78 / p4 11 7 1 2 1 7 2 1 1 1 78 / 134 / (-818
/ )12'-5 58 / (HSS8X8X14 / x 12'-378 / ) 10 10 8 8 5 5 13 8/ 13 8/ 112 / 7 5 1 2 / 51 2/ p197 p193 p194 (B/S) 10 7 10 p4 51 2/ p4 112 /1 12 / 99 112 / 316 / 316 / TYP 516 / TYP 1 4
/ p211 (B/S) p194 (B/S) (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 7 7 7 5 1 2 / 3 3 8 8 9 9 7 1 4 / 14 / ( 1 )- 5"Ø ( 4 )- 1116 / "Ø 358 / p193 23 4 / 10 35 8 / 5 5 21'-2 1'-6 2 99
2 p197 6 7 ( 4 )- 1 916 / "Ø 7 1'-8 2 1'-4 1'-8 21'-42 7 6 7 ( 4 )- 1116 / "Ø 112 / p4 11 11 2 / 1'-0 112 /91 12 / 1'-2 p211 1 3 ( 2 )- 916 / "Ø 4 312 / 78 / 78 /1 34 /
TOS04-B.pdf
1. SEE 416590-TOS04, FOR ERECTION DRAWING. 416590 TOS04-B- 0 24.9kV URD RISER STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV
SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP.
- INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING
NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM
/ COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL
BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED,
GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. -
ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER
SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION
TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 Tekla Structures JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK
TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS04-B-4B1 1 HSS6X6X3/8 12'-7" 1611TOS04-B-4B1 4 BEAMS 325 c1 2 C12X20.7 1'-0" 41 p4 1 PL1/2"X14" 1'-0" 24 p5 2 PL1/4"X5
3/4" 0'-5 3/4" 5 p6 1 PL1/2"X5" 1'-0" 9 TOS04-B-4B2 1 W8X18 12'-8 1/2" 276TOS04-B-4B2 1 BEAM 227 p7 3 PL1/4"X12" 1'-6 1/2" 48 TOTAL WEIGHT THIS DRAWING 1887 BEAMTOS04-B-4B2 BEAMTOS04-B-4B1
A - A 12'-2 12 / 1'-1 1 2 / 2 1 2 / RD 5'-7 5 16 / RD 7'-1 5 16 / 6'-2 11 16 / 7'-8 1116 / 9'-3 1'-4 2 12'-2 11'-9 6'-9 4'-3 1'-9 RD 7'-0 78 / 3'-2 5 8 / 6'-2 58 / 4'-0 7 8 / 9'-6 716
/ 10'-4 38 / 6'-6 716 / 7'-4 38 / 2'-10 13 16 / RD 10'-0 78 / 8'-10 1316 / 4'-4 3 8 / 3'-6 7 16 / 5'-10 1316 / 9'-2 58 / 5'-8 58 / 2'-8 5 8 / RD 8'-8 58 / APPROVED FOR CONSTRUCTION
THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. 312 / p4
(N/S) c1 (F/S) c1 (F/S) p6 (N/S) p5 p5 12'-712 / (HSS6X6X38 / x 12'-7") 112 / 4 1 2 / 4 1 2 / 6 6 2 7 8 / 11 2 7 8 / 112 / 212 / 6 27 8/ 6 27 8/ (-34 / ) 41 2/ 41 2/ 112 / c1 p4 (F/S)
c1 p6 (F/S) p5 p5 6 6 66 738 / 738 / 2 7 8 / p4 c1c1 3 p6 p5 p5 516 / TYP 18 / TYP 516 / 516 / TYP 516 / TYP (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 2 7 8 / 27 8/ 27 8/ 3 ( 4 )- 1116
/ "Ø 112 / 112 / p4 91 12 / 1'-0 1'-2 112 /11 p6 ( 2 )- 1116 / "Ø 112 / 31 2 / 5 112 /91 12 / 1'-0 34 / 41 4/ 34 / p5 34 / 414 / 34 / 41 4/ 414 /3 4/ 34 / 34 / 3 4/ 534 / 53 4/ 1'-0
( 2 )- 1116 / "Ø 311 16/ 6 311 16/ c1 6 6 6 p7 1'-0 33 4 / p7( 1 ) - 916 / "Ø 31316 / ( 1 ) - 916 / "Ø ( 1 ) - 916 / "Ø 31 4 / A A 66 31316 / 31 4 / 66 ( 4 ) - 1116 / "Ø 1 3 8 / ( 2
) - 1116 / "Ø 1 1 2 / 11 2/ ( 10 ) - 916 / "Ø 1 1 2 / 11 2/ 11 2/ p7 (F/S) p7 (F/S) 1 1 2 / 2 p7 (F/S) 11 2/ 11 2/ 1 3 8 / 11 2/ 1 1 2 / 13 8/ 13 8 / 6 p7 31 4/ 13 4/ p7p7 13 4/ 13
4/ 7916 / 6 3916 / 7916 / 6 6 6 6 3916 / 3 1 4 / 1 3 4 / 3916 / 7916 / 1 3 4 / 3 1 4 / 3 1 4 / 3 1 4 / 13 4/ 31 4/ 316 / TYP 3 3 4 / p7 W8X18 x 12'-812 / 1'-0 (-12 / ) p7 1'-0 p73 16/
TYP 33 4/ 3 3 4 / 1'-0
TOS04-C.pdf
Tekla Structures 416590 TOS04-C- 0 24.9kV URD RISER STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO
DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL
MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL
TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL
HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN.
- ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED
STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL
WEIGHT REMARKS QTY EACH WEIGHT TOS04-C-4B1 1 HSS6X6X3/8 11'-10" 2209TOS04-C-4B1 6 BEAMS 305 c1 2 C12X20.7 1'-0" 41 p5 2 PL1/4"X5 3/4" 0'-5 3/4" 5 p6 2 PL1/2"X5" 1'-0" 17 TOS04-C-4B2
1 W8X18 11'-11" 785TOS04-C-4B2 3 BEAMS 213 p7 3 PL1/4"X12" 1'-6 1/2" 48 TOTAL WEIGHT THIS DRAWING 2995 1. SEE 416590-TOS04, FOR ERECTION DRAWING. BEAMTOS04-C-4B2 BEAMTOS04-C-4B1 A -
A 11'-5 12 / 4 1 2 / RD 6'-11 11 16 / 6'-4 5 16 / 5'-5 11 16 / 4'-10 5 16 / RD 7'-11 18 / 4'-11 1 8 / 1'-11 1 8 / RD 6'-3 38 / 6'-6 78 / 8'-5 18 / 9'-6 78 / 3'-3 3 8 / 2'-1 5 16 / RD
5'-1 5 16 / 3'-6 7 8 / 5'-5 1 8 / 8'-8 1516 / 9'-3 38 / 2'-5 1 8 / 8'-1 516 / 5'-8 1516 / 2'-8 15 16 / 8'-5 12 / 11'-4 12 / 11 1 2 / RD 5'-11 12 / 6 1 2 / 3'-5 1 2 / 10'-11 12 / APPROVED
FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED
VERSION. 312 / p5 p6 (N/S) 112 / p6 (N/S) 11'-1012 / (HSS6X6X38 / x 11'-10") c1 (F/S) 4 1 2 / p5 312 / c1 (F/S) 6 6 66 412 / 112 / 2 7 8 / 2 7 8 / 27 8/ 27 8/ (-34 / )(34 / ) 41 2/
41 2/ 4 1 2 / c1 c1 6 6 738 / p6 (F/S)p6 (F/S) p5p5 6 6 738 / 516 / TYP 516 / TYP 516 / 516 / TYP 18 / p6 2 7 8 / p6 p5p5 c1 c1 TYP 27 8/ (TYP BOTH ENDS) TYP 4 SIDES 1"Ø VENT HOLE 3
3 2 7 8 / 27 8/ 534 / 34 / p5 34 /4 14 / 34 / 414 /3 4/ 34 / 34 /4 14 /34 / 34 /4 14 / 53 4/ 112 / ( 2 )- 1116 / "Ø 11 2/ p6 31 2/ 9 112 / 1'-0 5 ( 2 )- 1116 / "Ø 311 16/ 6 311 16/
c1 1'-0 6 6 6 W8X18 x 11'-11(12 / ) 3 3 4 / p7 p7 p7 316 / TYP 316 / TYP 1'-0 1'-01'-0 33 4/ (-12 / ) 3 3 4 / 1 3 4 / 13 4/ 3 5 16 / 35 16/ 35 16/ 6 6 3916 / 3 5 16 / 13 4/ 3916 / 13
4/ p7 3 5 16 / 3916 / p7 p7 66 6 6 7916 /7 916 /7 916 / 13 4/ 1 3 4 / 3 5 16 / 1 1 2 / 1 1 2 / 13 8/ ( 10 ) - 916 / "Ø 1 1 2 / ( 2 ) - 1116 / "Ø ( 2 ) - 1116 / "Ø 11 2/ p7p7 11 2/ p7
1 3 8 / 11 2/ 1 3 8 / 13 8/ 11 2/ 11 2/ 11 2/ 1 1 2 / 6 ( 1 ) - 916 / "Ø p7 ( 1 ) - 916 / "Ø 31316 / ( 1 ) - 916 / "Ø A A 31 4 /3 14 / 6 6 6 31316 / 33 4/ p7 1'-0
TOS04-D.pdf
Tekla Structures 416590 TOS04-D- 0 24.9kV URD RISER STRUCTURE ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO
DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL
MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL
TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL
HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN.
- ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED
STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED
NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON
BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR
PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL
WEIGHT REMARKS QTY EACH WEIGHT TOS04-D-4B1 1 W8X18 12'-8 1/2" 276TOS04-D-4B1 1 BEAM 227 p7 3 PL1/4"X12" 1'-6 1/2" 48 TOTAL WEIGHT THIS DRAWING 276 1. SEE 416590-TOS04, FOR ERECTION
DRAWING. BEAMTOS04-D-4B1 A - A 1'-11 1 8 / RD 7'-11 18 / 4'-11 1 8 / 2'-5 1 8 / RD 5'-5 18 / 2'-1 5 16 / 5'-8 1516 / 2'-8 15 16 / 8'-5 18 / 3'-6 7 8 / 5'-1 5 16 / 3'-3 3 8 / 9'-6 78
/ 9'-3 38 / 6'-6 78 / 6'-3 38 / 8'-8 1516 / 8'-1 516 / 3'-5 1 2 / 5'-11 12 / 11'-4 12 / 8'-5 12 / 12'-61 2 / 10'-11 12 / 11 1 2 / RD 6 1 2 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION
AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. p7 p7 p7 1'-0 3 3 4 / 516
/ TYP 33 4/ 516 / TYP 3 3 4 / W8X18 x 12'-812 / 1'-0 1'-0 6 p7 3 5 16 / p7 p7 13 4/ 6 3 5 16 / 6 7916 / 13 4/ 7916 / 35 16/ 35 16/ 3916 / 1 3 4 / 3916 / 13 4/ 3916 / 3 5 16 / 13 4/
6 3 5 16 / 6 7916 / 6 1 3 4 / 11 2/ ( 4 ) - 1116 / "Ø ( 2 ) - 1116 / "Ø 11 2/ ( 10 ) - 916 / "Ø 1 1 2 / p7 (F/S) p7 (F/S) p7 (F/S) 1 1 2 / 11 2/ 11 2/ 11 2/ 11 2/ 1 1 2 / 1 1 2 / 13
8 / 13 8 / 1 3 8 / 1 3 8 / ( 1 ) - 916 / "Ø ( 1 ) - 916 / "Ø p7 ( 1 ) - 916 / "Ø A A 6 6 31 4 /3 14 / 6 6 31316 / 31316 / p7 334 / 1'-0
TOS05.pdf
416590 TOS05 0 TRANSFORMER BASIN ERECTION DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF
ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION,
TX 77840 BLACK & VEATCH R ISSUED FOR CONSTRUCTION Tekla Structures JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS05-A, 416590-TOS05-B, 416590-TOS05-C,
416590-TOS05-D, AND 416590-TOS05-E, FOR ASSEMBLY DRAWINGS. 2. MAXIMUM GAP BETWEEN TOP OF CONCRETE AND BASE PLATE SHOULD NOT EXCEED 2 TIMES THE ANCHOR BOLT DIAMETER. 3. ALL AREAS AFFECTED
BY FIELD CUTTING OR DRILLING AND AREAS WHERE GALVANIZING IS DAMAGED DURING INSTALLATION SHALL BE TOUCHED UP AND PAINTED WITH GALVANOX OR APPROVED EQUAL ZINC RICH PAINT PER ASTM A780.
TRANSFORMER BASIN GRATING PLANTRANSFORMER BASIN FRAMING PLAN SECTION 1 - 1 SCALE: 12 / "=1'-0 SECTION 2 - 2 SCALE: 12 / "=1'-0 (±) BOLT LIST QUANTITY BOLT DIAMETER BOLT LENGTH BOLT
BOLT GRADE 4 58 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING
TO THE LATEST CONTROLLED VERSION. 1-34 / F3125 GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) 48 58 / 2-14 / F3125 GR. A325 - MECH GALV. (INCLUDE - 1 HEAVY HEX NUT) ADDITIONAL
BOLT ASSEMBLIES LIST QUANTITY DIAMETER BOLT DESCRIPTION 52 58 / STD FLAT HARDENED WASHER TOS05-D-5G3 GRTG1 12 / "X20 38 / TOS05-D-5G4 GRTG1 12 / "X35 1316 / TOS05-D-5G4 GRTG1 12 / "X35
1316 / TOS05-D-5G2 GRTG1 12 / "X35 1316 / TOS05-D-5G4 GRTG1 12 / "X35 1316 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-D-5G2 GRTG1 12 / "X35 1316 /
TOS05-D-5G2 GRTG1 12 / "X35 1316 / TOS05-E-5G2 GRTG1 12 / "X27 12 / TOS05-E-5G3 GRTG1 12 / "X35 1316 / TOS05-E-5G3 GRTG1 12 / "X35 1316 / TOS05-E-5G4 GRTG1 12 / "X16 1316 / TOS05-D-5G4
GRTG1 12 / "X35 1316 / TOS05-D-5G4 GRTG1 12 / "X35 1316 / TOS05-D-5G4 GRTG1 12 / "X35 1316 / TOS05-D-5G4 GRTG1 12 / "X35 1316 / TOS05-D-5G3 GRTG1 12 / "X20 38 / TOS05-D-5G2 GRTG1 12
/ "X35 1316 / TOS05-D-5G2 GRTG1 12 / "X35 1316 / TOS05-D-5G1 GRTG1 12 / "X22 34 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-D-5G5 GRTG1 12 / "X22 34
/ TOS05-E-5G2 GRTG1 12 / "X27 12 / TOS05-D-5G2 GRTG1 12 / "X35 1316 / TOS05-D-5G1 GRTG1 12 / "X22 34 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-E-5G1 GRTG1 12 / "X35 1316 / TOS05-D-5G5
GRTG1 12 / "X22 34 / 5'-6 24'-6 5'-0 5'-6 5'-0 TOS05-C-5B4 W10X22 TOS05-B-5L3 L6X4X38 / TOS05-C-5B3 W10X22 TOS05-C-5B4 W10X22 TOS05-C-5B4 W10X22 TOS05-C-5B5 W10X22 TOS05-B-5L3 L6X4X38
/ TOS05-C-5B2 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B1 W10X22 TOS05-C-5B2 W10X22 TOS05-B-5L1 L6X4X38 / TOS05-B-5L2
L6X4X38 / TOS05-A-5L3 L6X4X38 / TOS05-A-5L3 L6X4X38 / TOS05-A-5L1 L6X4X38 / TOS05-A-5L2 L6X4X38 / TOS05-A-5L1 L6X4X38 / 1 (TYP) 1 (TYP) 6'-0 6'-0 29'-6 2 (TYP) 2 (TYP) 6'-0 6'-0 6'-0
5'-6 11'-011'-0 3'-0 13'-35'-05'-013'-3 6'-0 6'-0 6'-0 5'-6 2'-0 2'-0 58 / "Ø ANCHOR L6X4X38 / 11 2/ 21 2/ 4 31 2/ BEAM 11 2 /4 3 112 /
TOS05-A.pdf
Tekla Structures 416590 TOS05-A- 0 TRANSFORMER BASIN ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS
AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION.
- INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED
AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR
5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS,
SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. -
STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED
ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES.
MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT
TOS05-A-5L1 1 L6X4X3/8 13'-0 1/2" 320TOS05-A-5L1 2 ANGLES 160 TOS05-A-5L2 1 L6X4X3/8 20'-0" 246TOS05-A-5L2 1 ANGLE 246 TOS05-A-5L3 1 L6X4X3/8 12'-2 1/2" 300TOS05-A-5L3 2 ANGLES 150
TOTAL WEIGHT THIS DRAWING 866 1. SEE 416590-TOS05, FOR ERECTION DRAWING. ANGLETOS05-A-5L3 ANGLETOS05-A-5L2 ANGLETOS05-A-5L1 6 RD 1'-6 1 8 / 13'-0 12 / 2'-6 1 4 / 4'-6 1 4 / 6'-6 14
/ 8'-6 14 / 10'-6 14 / 11'-6 38 / 12'-6 12 / 8'-0 6 RD 20'-0 2'-0 4'-0 6'-0 10'-0 12'-0 14'-0 16'-0 18'-0 19'-6 4'-1 1 4 / 12'-2 12 / 6 RD 2'-1 1 4 / 6'-1 14 / 8'-1 14 / 10'-1 14 /
11'-8 12 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE
LATEST CONTROLLED VERSION. 21 2 /3 12 / 6 L6X4X38 / x 13'-012 / 6 4 6 L6X4X38 / x 20'-0 21 2 /3 12 / 6 4 4 6 6 L6X4X38 / x 12'-212 / 31 2/ 21 2/
TOS05-B.pdf
416590 TOS05-B- 0 TRANSFORMER BASIN ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD
OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION. -
INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED
AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR
5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS,
SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. -
STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED
ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES.
MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 Tekla Structures JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 1. SEE 416590-TOS05, FOR ERECTION DRAWING. BILL OF MATERIAL MARK TOTAL
QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS05-B-5L1 1 L6X4X3/8 1'-8 7/8" 21TOS05-B-5L1 1 ANGLE 21 TOS05-B-5L2 1 L6X4X3/8 1'-8 7/8" 21TOS05-B-5L2 1 ANGLE 21 TOS05-B-5L3
1 L6X4X3/8 12'-6 7/8" 309TOS05-B-5L3 2 ANGLES 154 TOTAL WEIGHT THIS DRAWING 352 ANGLETOS05-B-5L3 ANGLETOS05-B-5L2 ANGLETOS05-B-5L1 1'-5 7 8 / 6 RD 1'-8 7 8 / 1'-2 7 8 / 1'-8 7 8 / 3
RD 6 RD 12'-6 78 / 2'-3 7 16 / 4'-3 7 16 / 6'-3 716 / 8'-3 716 / 10'-3 716 / 12'-0 78 / APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING
IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. 6 (-618 / ) 3 1 2 / 3 L6X4X38 / x 1'-878 / 2 1 2 / 4 2 1 2 / 6 3 1 2 / L6X4X38
/ x 1'-878 / 63 4 6 21 2/ (-618 / )L6X4X 38 / x 12'-678 /(-2) 31 2/ 6 4
TOS05-C.pdf
Tekla Structures 416590 TOS05-C- 0 TRANSFORMER BASIN ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS
AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION.
- INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED
AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR
5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS,
SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. -
STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED
ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES.
MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY
CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT
TOS05-C-5B1 1 W10X22 10'-9" 1651TOS05-C-5B1 6 BEAMS 237 a3 4 L6X4X1/2 0'-7" 38 TOS05-C-5B2 1 W10X22 13'-0 7/8" 615TOS05-C-5B2 2 BEAMS 289 a3 2 L6X4X1/2 0'-7" 19 TOS05-C-5B3 1 W10X22
7'-3" 201TOS05-C-5B3 1 BEAM 160 a3 4 L6X4X1/2 0'-7" 38 p210 1 PL3/8"X5" 0'-6" 3 TOS05-C-5B4 1 W10X22 7'-3" 594TOS05-C-5B4 3 BEAMS 160 a3 4 L6X4X1/2 0'-7" 38 TOS05-C-5B5 1 W10X22 7'-3"
201TOS05-C-5B5 1 BEAM 160 a3 4 L6X4X1/2 0'-7" 38 p210 1 PL3/8"X5" 0'-6" 3 TOTAL WEIGHT THIS DRAWING 3262 1. SEE 416590-TOS05, FOR ERECTION DRAWING. BEAMTOS05-C-5B5 BEAMTOS05-C-5B4 BEAMTOS05-C-5B3
BEAMTOS05-C-5B2 BEAMTOS05-C-5B1 2 1 4 / RD 10'-6 3 4 / 2 RD 12'-10 5 8 / 7'-0 3 4 / 2 1 4 / RD 5'-4 5 8 / RD 21 4/ RD 7'-034 / 7'-03 4 / 21 4/ RD 5'-43 8 / RD APPROVED FOR CONSTRUCTION
THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. ( 2 )- (1116
/ "x1 916 / ") SLOTS WEB ONLY ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY 214 / 112 / 1 1 2 / a3 (B/S) GOL 238 / 5" C/C 4 a3 (B/S) GOL 238 / 5" C/C 214 / 214 / 1 1 2 / 112 /2 14 /2 14
/ 1 1 2 / 11'-0 (W10X22 x 10'-9") 3 4 3 1 1 2 / a3 a3 2 1 2 / a3 2 1 2 / a3 2 1 2 / 2 1 2 / 112 /4 a3 7 112 / 4 23 8/ 15 8/ 6 a3 ( 2 )- 1116 / "Ø ( 2 )- 1116 / "Ø 7 112 /41 12 / 33
4/ 21 4/ ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY a3 (B/S) GOL 238 / 5" C/C 1 1 2 / 1 1 234 / 234 / 3 4 2 3 1 2 / 3 214 / 112 /2 14 / (-58 / ) 13'-238 / (W10X22 x 13'-078 / ) 1 1
2 / a3 a3 2 1 2 / 2 1 2 / ( 2 )- 1116 / "Ø ( 2 )- 1116 / "Ø 21 4/ a3 33 4/ 7 112 /41 12 / 6 ( 2 )- 1116 / "Ø ( 2 )- 1116 / "Ø 7 a3 15 8/ 23 8/ 4 112 / 4 112 / 4 ( 2 )- (1116 / "x1 916
/ ") SLOTS WEB ONLY 11 2/ ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY 3 1 2 / 3 3 214 / 214 / 3 p210(F/S) 1 1 2 / 14 / 14 / a3 (B/S) GOL 238 / 5" C/C 112 / a3 (B/S) GOL 238 / 5" C/C
112 / 214 / 214 / 2 4 1 1 2 / 214 / 11 2/ 7'-6 (W10X22 x 7'-3") 2 1 2 / 2 1 2 / p210 a3 a3 a3 a3 2 5 8 / 2 1 2 / 21 2/ 21 2/ 23 8/ 4 a3 112 / 7 112 / 4 15 8/ ( 2 )- 1116 / "Ø ( 2 )-
1116 / "Ø 6 a3 7 112 /41 12 / 33 4/ 21 4/ 5 6 ( 2 )- (1116 / "x78 / ") SLOTS p210 3 112 /1 12 / 21 2/ 21 2/ 112 / ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY 214 / ( 2 )- (1116 / "x1
916 / ") SLOTS WEB ONLY a3 (B/S) GOL 238 / 5" C/C a3 (B/S) GOL 238 / 5" C/C 3 214 / 112 /2 14 /2 14 /2 14 / 4 11 2 / 1 12 / 7'-6 (W10X22 x 7'-3") 11 2/ 11 2/ 34 a3 a3 a3 a3 21 2/ 21
2/ 212 / 21 2 / ( 2 )- 1116 / "Ø ( 2 )- 1116 / "Ø 112 / a3 4 112 / 7 21 4 /3 34 / 6 4 7 a3 112 /1 12 / 4 23 8 / 15 8 / 7'-6 (W10X22 x 7'-3") ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY
p210(N/S) 112 / a3 (B/S) GOL 238 / 5" C/C 11 2/ 4 a3 (B/S) GOL 238 / 5" C/C ( 2 )- (1116 / "x1 916 / ") SLOTS WEB ONLY 2 14 / 14 / 214 / 214 / 214 / 112 /2 14 / 11 2 / 1 12 / 214 /
11 2/ 34 3 3 31 2 / 21 2/ a3 25 8 / p210 a3 a3 a3 21 2 / 21 2/ 21 2 / 21 2 / 4 a3 23 8 / 15 8 / 112 / 4 112 / 7 ( 2 )- 1116 / "Ø ( 2 )- 1116 / "Ø 6 a3 7 112 /41 12 / 33 4 / 21 4 / 3
( 2 )- (1116 / "x78 / ") SLOTS p210 112 /1 12 / 21 2 / 21 2 / 6 5
TOS05-D.pdf
1. SEE 416590-TOS05, FOR ERECTION DRAWING. JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 Tekla Structures 416590 TOS05-D- 0 TRANSFORMER BASIN ASSEMBLY DRAWING AREA DRAWING
NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD 138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE
DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO SHIP. - INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR
BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR
CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE
MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND
SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500
GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2" RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO).
NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP. EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE
STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 BILL OF MATERIAL MARK TOTAL
QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS05-D-5G1 1 GRTG1 1/2"X22 3/4" 11'-11 5/16" 503 19-W-4 - SERRATED TOS05-D-5G1 2 GRATINGS 251 TOS05-D-5G2 1 GRTG1 1/2"X35
13/16" 11'-11 5/16" 2374 19-W-4 - SERRATED TOS05-D-5G2 6 GRATINGS 396 TOS05-D-5G3 1 GRTG1 1/2"X20 3/8" 2'-11" 110 19-W-4 - SERRATED TOS05-D-5G3 2 GRATINGS 55 TOS05-D-5G4 1 GRTG1 1/2"X35
13/16" 2'-11" 676 19-W-4 - SERRATED TOS05-D-5G4 7 GRATINGS 97 TOS05-D-5G5 1 GRTG1 1/2"X22 3/4" 17'-5 5/16" 734 19-W-4 - SERRATED TOS05-D-5G5 2 GRATINGS 367 TOTAL WEIGHT THIS DRAWING
4397 GRATINGTOS05-D-5G5 GRATINGTOS05-D-5G4 GRATINGTOS05-D-5G3 GRATINGTOS05-D-5G2 GRATINGTOS05-D-5G1 APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE
OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED VERSION. SPAN SPAN SPAN SPAN SPAN 11 2/ 1'-10 34 / GRTG1 12 / X22 34 / x
11'-11516 / (-12 / )(316 / ) 11 2/ (-316 / ) 2'-11 1316 / GRTG1 12 / X35 1316 / x 11'-11516 / (-12 / ) 1 1 2 / (-12 / ) 1'-8 3 8 / (-12 / ) GRTG1 12 / X20 38 / x 2'-11 112 / (-12 /
) (-12 / )GRTG1 12 / X35 1316 / x 2'-11 2'-11 13 16 / 11 2 / 1'-103 4 / (-12 / ) GRTG1 12 / X22 34 / x 17'-5516 / (-316 / )
TOS05-E.pdf
Tekla Structures 1. SEE 416590-TOS05, FOR ERECTION DRAWING. 416590 TOS05-E- 0 TRANSFORMER BASIN ASSEMBLY DRAWING AREA DRAWING NUMBERPROJECT REV CODE DENTON MUNICIPAL ELECTRIC DME UNDERWOOD
138kV SUB STATION NOTES NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP NO DATE REVISIONS AND RECORD OF ISSUE DRN DES CHK PDE APP ANGLES TO BE LOOSE BOLT OR WIRE TIE TO
SHIP. - INDICATES STEEL MEMBER ORIENTATION. - INDICATES CONNECTING SURFACE. MARK CONNECTION FACE OF SHEAR BAR WITH AN "X". - EACH MEMBER SHALL BE STAMPED WITH AN
IDENTIFYING NUMBER. - ALL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. - MEMBERS W/ END OR CAP PLATES TO BE SQUARE CUT UN. - GUSSET PLATES TO BE CENTERED
ON BEAM / COLUMN U/N. - ALL HOLES TO BE 11/16"Ø FOR 5/8"Ø A325 BOLTS (UNO). - STRUCTURAL STEEL CHANNEL, ANGLE, AND PLATE MATERIAL TO BE ASTM A36 MIN. (UNO). - STRUCTURAL STEEL WIDE
FLANGE SHALL BE ASTM A992, MIN. - ALL BRACING GUSSETS, SPLICE PLATES AND BACK TO BACK - ALL WELDS SHALL BE CONTINUOUS AND SEALED (UNO), - GRATING SIZE (INCLUDING STAIR TREADS) TO BE
AS NOTED, GALVANIZED <A123> FORGED STEEL GRATING. - STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS AND PIPE TO BE ASTM A500 GRADE B, MIN. - ALL COPES TO BE SHAPED, NOTCH FREE TO A 1/2"
RADIUS. - ALL HOLES TO BE DRILLED NOT PUNCHED AND CHAMFERED ON BOTH SIDES. ALL ELECTRODES FOR WELDING SHALL BE E70XX (UNO). NUMBERS SHALL BE A MINIMUM 5/8" HIGH AND 1/16" DEEP.
EACH MEMEBER SHALL BE STAMPED ON BOTH ENDS ON OPPOSITE SIDES. MEMBERS WITH BASEPLATES SHALL HAVE THE BOTTOM OF THE BASEPLATE STAMPED. BLACK & VEATCH R ENGINEER OF RECORDISSUED
FOR CONSTRUCTION TBPE FIRM# F-258 FOR PROJECT 416590 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 JKSJDHJDHBRMCFM416590 - ISSUED FOR CONSTRUCTION10/JUL/240 BILL OF MATERIAL MARK
TOTAL QTY DESCRIPTION LENGTH TOTAL WEIGHT REMARKS QTY EACH WEIGHT TOS05-E-5G1 1 GRTG1 1/2"X35 13/16" 17'-5 5/16" 3467 19-W-4 - SERRATED TOS05-E-5G1 6 GRATINGS 578 TOS05-E-5G2 1 GRTG1
1/2"X27 1/2" 7'-5" 377 19-W-4 - SERRATED TOS05-E-5G2 2 GRATINGS 189 TOS05-E-5G3 1 GRTG1 1/2"X35 13/16" 19'-11 1/4" 1321 19-W-4 - SERRATED TOS05-E-5G3 2 GRATINGS 660 TOS05-E-5G4 1 GRTG1
1/2"X16 13/16" 19'-11 1/4" 310 19-W-4 - SERRATED TOS05-E-5G4 1 GRATING 310 TOTAL WEIGHT THIS DRAWING 5475 GRATINGTOS05-E-5G4 GRATINGTOS05-E-5G3 GRATINGTOS05-E-5G2 GRATINGTOS05-E-5G1
APPROVED FOR CONSTRUCTION THE DISTRIBUTION AND USE OF THE NATIVE FORMAT CAD FILE OF THIS DRAWING IS UNCONTROLLED. THE USER SHALL VERIFY TRACEABILITY OF THIS DRAWING TO THE LATEST CONTROLLED
VERSION. SPAN SPAN SPAN SPAN 1 1 2 / (-316 / ) 2'-11 13 16 / (-12 / ) GRTG1 12 / X35 1316 / x 17'-5516 / 1 1 2 / GRTG1 12 / X27 12 / x 7'-5 2'-3 1 2 / (-12 / ) (-12 / ) 112 / GRTG1
12 / X35 1316 / x 19'-1114 / (-38 / )(38 / ) 2'-11 13 16 /1 12 / 1'-4 13 16 / (-38 / ) GRTG1 12 / X16 1316 / x 19'-1114 / (-38 / )
UW-FD01.pdf UW-FD01
FOUNDATION - F1 138kV H-FRAME TAKE OFF STRUCTURE FDN DETAIL AND BAR BENDING SCHEDULE UW-FD01 UNDERWOOD SUBSTATION Plot Date: 7/12/2024 1:37:21 PM File: C:\Users\BRI69691\OneDrive - Black
& Veatch\PROJECTWISE\DME\Underwood\NOW\UW-FD01.dwg 1/2" = 1'-0" 1 of 1 Energizing tomorrow's community today! ISSUED FOR CONSTRUCTION SCALE REV. SHEET DESCRIPTIONDATEREV BYDESCRIPTIONDATEREV
BY R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 PROJECT: QUANTITY: DATE: 07/08/244 REQUIRED UNDERWOOD SUBSTATION N 0
0 07-08-24 416590 - ISSUED FOR CONSTRUCTION B&V
UW-FD02.pdf UW-FD02
FOUNDATION - F2 138KV AND 25KV STRUCTURE FOUNDATION DETAIL AND BAR BENDING SCHEDULE UW-FD02 N UNDERWOOD SUBSTATION Plot Date: 7/12/2024 1:37:25 PM File: C:\Users\BRI69691\OneDrive -
Black & Veatch\PROJECTWISE\DME\Underwood\NOW\UW-FD02.dwg 1/2" = 1'-0" 1 of 1 Energizing tomorrow's community today! ISSUED FOR CONSTRUCTION SCALE REV. SHEET DESCRIPTIONDATEREV BYDESCRIPTIONDATEREV
BY R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 PROJECT: QUANTITY: DATE: 07/08/2488 REQUIRED UNDERWOOD SUBSTATION 0 0
07-08-24 416590 - ISSUED FOR CONSTRUCTION B&V
UW-FD03.pdf UW-FD03
FOUNDATION - F3 138KV AND 25KV STRUCTURE FOUNDATION DETAIL AND BAR BENDING SCHEDULE UW-FD03 N UNDERWOOD SUBSTATION Plot Date: 7/12/2024 1:37:29 PM File: C:\Users\BRI69691\OneDrive -
Black & Veatch\PROJECTWISE\DME\Underwood\NOW\UW-FD03.dwg 1/2" = 1'-0" 1 of 1 Energizing tomorrow's community today! ISSUED FOR CONSTRUCTION SCALE REV. SHEET DESCRIPTIONDATEREV BYDESCRIPTIONDATEREV
BY R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 PROJECT: QUANTITY: DATE: 07/08/2426 REQUIRED UNDERWOOD SUBSTATION 0 0
07-08-24 416590 - ISSUED FOR CONSTRUCTION B&V
UW-FD06.pdf UW-FD06
FOUNDATION - F6 65' TALL STATIC MAST FOUNDATION DETAIL AND BAR BENDING SCHEDULE UW-FD06 N UNDERWOOD SUBSTATION Plot Date: 7/12/2024 1:37:41 PM File: C:\Users\BRI69691\OneDrive - Black
& Veatch\PROJECTWISE\DME\Underwood\NOW\UW-FD06.dwg 1/2" = 1'-0" 1 of 1 Energizing tomorrow's community today! ISSUED FOR CONSTRUCTION SCALE REV. SHEET DESCRIPTIONDATEREV BYDESCRIPTIONDATEREV
BY R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 PROJECT: QUANTITY: DATE: 07/08/246 REQUIRED UNDERWOOD SUBSTATION 0 0
07-08-24 416590 - ISSUED FOR CONSTRUCTION B&V
UW-FD12.pdf UW-FD12
FOUNDATION - F12 138kV LOW BUS SUPPORT FOUNDATION DETAIL AND BAR BENDING SCHEDULE UW-FD12 N UNDERWOOD SUBSTATION Plot Date: 7/12/2024 1:38:02 PM File: C:\Users\BRI69691\OneDrive - Black
& Veatch\PROJECTWISE\DME\Underwood\NOW\UW-FD12.dwg 1/2" = 1'-0" 1 of 1 Energizing tomorrow's community today! ISSUED FOR CONSTRUCTION SCALE REV. SHEET DESCRIPTIONDATEREV BYDESCRIPTIONDATEREV
BY R ENGINEER OF RECORD FOR PROJECT 416590 TBPE FIRM# F-258 166 CENTURY CT, SUITE 300 COLLEGE STATION, TX 77840 PROJECT: QUANTITY: DATE: 07/08/2430 REQUIRED UNDERWOOD SUBSTATION 0 0
07-08-24 416590 - ISSUED FOR CONSTRUCTION B&V