Upgrade Paralleling System Drawings- 12-16 Structural.pdf

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Attached to
Z1DA--Upgrade Electrical Paralleling System Project # 626-18-203 Federal contract opportunity
Solicitation number
36C24921R0069
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

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Other files attached to Z1DA--Upgrade Electrical Paralleling System Project # 626-18-203, newest first.
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Contractor EMR Certification Form.pdf PDF
Upgrade Paralleling System Drawings- 5-10 Architectural.pdf PDF
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S02 - CALCULATION OF SELF PERFORMED WORK.pdf PDF
Upgrade Paralleling System Drawings- 36-38 Electrical.pdf PDF
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Copy of Price Proposal Template.xlsx XLSX spreadsheet
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Upgrade Paralleling System Drawings- 11 Architectural.pdf PDF
Upgrade Paralleling System Drawings- 1-4 General.pdf PDF
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1310 24th AVENUE SOUTH

UPGRADE ELECTRICAL

NASHVILLE, TN 37212

LLCD

ECHO Power Engineering

05/18/2020

PARALLELING SYSTEM

BLDG 1 & BLDG ACRE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

FOR CONSTRUCTION

Office of

Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

626-18-203

Project Director

Revisions: Date:

480 Mobley Road Clarksville, TN 37043 615.692.9472 Andrew Tramell PE # 0115023 S-102

STRUCTURAL PLANS & DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S-102

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

BRACING ALONG "A"

AutoCAD SHX Text

AutoCAD SHX Text S-102

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

BRACING ALONG "B"

AutoCAD SHX Text PRIME CONTRACTOR SHALL PROVIDE 3RD PARTY GEOTECHNICAL ENGINEER TO VERIFY SOIL BEARING CAPACITY TO BE AT LEAST 2,500psf. BEFORE CONCRETING. COST OF THE 3RD PARTY TESTING AND REMEDIATION IF NECESSARY SHALL BE AT THE EXPENSE OF THE PRIME CONTRACTOR.

AutoCAD SHX Text

EXISTING TUNNEL WALL & SLAB.

AutoCAD SHX Text

GROUND FLOOR FFE. = 0'-0"

AutoCAD SHX Text

FFE. = 13'-7"= 13'-7"

AutoCAD SHX Text

BOT./DECK= 26'-1"

AutoCAD SHX Text

EXISTING UNDERGROUND VAULT COVER SLAB.

AutoCAD SHX Text

EXISTING UNDERGROUND VAULT WALL.

AutoCAD SHX Text

EXISTING TUNNEL WALL & SLAB.

AutoCAD SHX Text

AutoCAD SHX Text

GROUND FLOOR FFE. = 0'-0"

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text HSS4x4x5/16

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

AutoCAD SHX Text HSS6x6x5/16

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text HSS4x4x5/16

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

TYP.: HILTI HIT-200 EPOXY.

AutoCAD SHX Text

TYP.: EPOXY DOWELS.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text

CUT EXISTING TUNNEL SLAB TO INSTALL NEW BEAM

AutoCAD SHX Text

(7) #5 E.W. T&B.

AutoCAD SHX Text

(6) #6 CONT. T&B.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text 12"x8"x16" PLATE W/ (8) " DIA. 34" DIA. TENSION BOLTS.

AutoCAD SHX Text

TYP.: 1/2" THICK PLATE W/ " 14" WELD ALL AROUND.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

(7) #5 E.W. T&B.

AutoCAD SHX Text 12"x8"x16" PLATE W/ (8) " DIA. 34" DIA. TENSION BOLTS.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text

FFE. = 13'-7"= 13'-7"

AutoCAD SHX Text

BOT./DECK= 26'-1"

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x7" 34"x7" EMB. HILTI HILTI "HAS" THREADED RODS AND HIT200 EPOXY.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text

(6) #6 CONT. T&B.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text

(6) #6 CONT. TOP.

AutoCAD SHX Text

ADD'L (2) #6 E.F.

AutoCAD SHX Text

(6) #6 CONT. BOT.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

STEEL IN CONTACT WITH SOIL OR EXPOSED TO WEATHER SHALL BE HOT DEEP GALVANIZED.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF WELD AND ANCHOR BOLTS.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

STEEL IN CONTACT WITH SOIL OR EXPOSED TO WEATHER SHALL BE HOT DEEP GALVANIZED.

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text W12x22

AutoCAD SHX Text W12x22

AutoCAD SHX Text W12x22

AutoCAD SHX Text W12x22

AutoCAD SHX Text #5x1'-4" W/ HILTI HIT-200 EPOSY @12".

AutoCAD SHX Text

TYP. SITE WALK SLAB DETAIL.

AutoCAD SHX Text

WWF 1" CLEAR. USE CRSI RECOMMENDED SUPPORTS. SAWCUT THROUGH WWF

AutoCAD SHX Text CUT JOINTS AS SOON AS CONCRETE HAS HARDENED ENOUGH NOT TO RAVEL DURING CUTTING (TYP. WITHIN 12 HR.)

AutoCAD SHX Text 6x6 xW2.1xW2.1

AutoCAD SHX Text

95%%% COMPACTED SUBGRADE/FILL

AutoCAD SHX Text

3" COMPACTED CRUSHED STONE

AutoCAD SHX Text

AutoCAD SHX Text S-102

AutoCAD SHX Text F'c = 4,000psi.

AutoCAD SHX Text

COMPACTED SUBGRADE/FILL

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text

10 MIL MEMBRANE

AutoCAD SHX Text

WWF 1" CLEAR. USE CRSI RECOMMENDED SUPPORTS.

AutoCAD SHX Text

KEYED JOINT

AutoCAD SHX Text

EXTEND WWF & LAP 2 CROSS BARS MIN.

AutoCAD SHX Text 6x6 xW2.1xW2.1

AutoCAD SHX Text

3" COMPACTED CRUSHED STONE

AutoCAD SHX Text

SAW CUT JOINT

AutoCAD SHX Text

PROVIDE SAW CUT JOINT OR CONSTRUCTION AT EVERY 10'-0" MAX.

AutoCAD SHX Text

COMPACTED SUBGRADE/FILL

AutoCAD SHX Text

10 MIL MEMBRANE

AutoCAD SHX Text

WWF 1" CLEAR. USE CRSI RECOMMENDED SUPPORTS.

AutoCAD SHX Text

3" COMPACTED CRUSHED STONE

AutoCAD SHX Text

EXISTING SIDE WALK SLAB.

AutoCAD SHX Text #4x12" W/ HILTI HIT-HY200 EPOXY DOWELS @12".

AutoCAD SHX Text

JOINT AGAINST EXISTING SLAB

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text

FULLY SPRINKLERED

1310 24th AVENUE SOUTH

UPGRADE ELECTRICAL

NASHVILLE, TN 37212

LLCD

ECHO Power Engineering

05/18/2020

PARALLELING SYSTEM

BLDG 1 & BLDG ACRE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

FOR CONSTRUCTION

Office of

Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

626-18-203

Project Director

Revisions: Date:

480 Mobley Road Clarksville, TN 37043 615.692.9472 Andrew Tramell PE # 0115023 S-103

STRUCTURAL PLANS & DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S-103

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

BRACING ALONG "1"

AutoCAD SHX Text

AutoCAD SHX Text S-103

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

BRACING ALONG "3"

AutoCAD SHX Text A

AutoCAD SHX Text HSS6x6x5/16

AutoCAD SHX Text HSS4x4x5/16

AutoCAD SHX Text HSS4x4x5/16

AutoCAD SHX Text

GROUND FLOOR FFE. = 0'-0"

AutoCAD SHX Text B

AutoCAD SHX Text NEW CONC. BEAM: 24"x24".

AutoCAD SHX Text A

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

GROUND FLOOR FFE. = 0'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

FFE. = 13'-7"= 13'-7"

AutoCAD SHX Text

BOT./DECK= 26'-1"

AutoCAD SHX Text

BOT./DECK= 26'-1"

AutoCAD SHX Text

AutoCAD SHX Text S-103

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

BRACING ALONG "2"

AutoCAD SHX Text

GROUND FLOOR FFE. = 0'-0"

AutoCAD SHX Text

EXISTING CONC. VAULT WALL.

AutoCAD SHX Text

EXISTING TUNNEL SLAB.

AutoCAD SHX Text

CUT EXISTING TUNNEL SLAB TO INSTALL NEW BEAM

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text A

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text HSS6x6x3/8

AutoCAD SHX Text B

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

TYP.: EPOXY DOWELS.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text

(6) #6 CONT. T&B.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text

(6) #6 CONT. T&B.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

(7) #5 E.W. T&B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x7" 34"x7" EMB. HILTI HILTI "HAS" THREADED RODS AND HIT200 EPOXY.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text HSS4x4x3/8

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

1/2" THICK PLATE, TYP.

AutoCAD SHX Text

TYP.: 14" WELD ALL AROUND.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL.

AutoCAD SHX Text

(7) #5 E.W. T&B.

AutoCAD SHX Text 34"x12"x12" W/ (8) "x12" 34"x12" EMB. A.B.A.B.

AutoCAD SHX Text

5/16" WELD ALL AROUND.

AutoCAD SHX Text

PROVIDE AT LEAST 3" CONC. COVER TO PREVENT RUSTING OF STEEL. .

AutoCAD SHX Text

TYP.: EPOXY DOWELS.

AutoCAD SHX Text

(6) #6 CONT. T&B.

AutoCAD SHX Text

#4 CLOSED TIES @6".

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text W14x26

AutoCAD SHX Text W12x14

AutoCAD SHX Text W14x26

AutoCAD SHX Text W12x19

AutoCAD SHX Text W14x26

AutoCAD SHX Text W12x19

AutoCAD SHX Text

1/2" THICK PLATE.

AutoCAD SHX Text

14" WELD ALL AROUND.

AutoCAD SHX Text

1/2" THICK PLATE.

AutoCAD SHX Text

14" WELD ALL AROUND.

AutoCAD SHX Text

1/2" THICK PLATE.

AutoCAD SHX Text

14" WELD ALL AROUND.

AutoCAD SHX Text

STEEL IN CONTACT WITH SOIL OR EXPOSED TO WEATHER SHALL BE HOT DEEP GALVANIZED.

AutoCAD SHX Text

STEEL IN CONTACT WITH SOIL OR EXPOSED TO WEATHER SHALL BE HOT DEEP GALVANIZED.

AutoCAD SHX Text

STEEL IN CONTACT WITH SOIL OR EXPOSED TO WEATHER SHALL BE HOT DEEP GALVANIZED.

AutoCAD SHX Text #5x1'-4" W/ HILTI HIT-200 EPOSY @12" BOTH SIDES.

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text

SEE 3/S-102 FOR SITE WALK SLAB DETAIL.

AutoCAD SHX Text HSS4x4x1/4

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text

FULLY SPRINKLERED

Upgrade Paralleling System Full Drawing Set 12
Upgrade Paralleling System Full Drawing Set 13
Upgrade Paralleling System Full Drawing Set 14
Upgrade Paralleling System Full Drawing Set 15
Upgrade Paralleling System Full Drawing Set 16

File details come from the government source that posted it. Updated .