100 Percent Dwgs.pdf

PDF 2 MB Posted Jul 15, 2021

Attached to: Y1DA--Parking Garage Structural (VA-21-00053364) Federal contract opportunity
Solicitation number: 36C25721Q0808
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

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Other files attached to Y1DA--Parking Garage Structural (VA-21-00053364), newest first.
File	Type	Posted
36C25721Q0808 0001.docx	DOCX document	Jul 30, 2021
2021_ParkGarage_PastPerformQuestionnaire.docx	DOCX document	Jul 15, 2021
36C25721Q0808.docx	DOCX document	Jul 15, 2021
100 Percent Expansion Joint Assessment_CAV.pdf	PDF	Jul 15, 2021
100 Percent Specs.pdf	PDF	Jul 15, 2021

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COVER SHEET

GI0.1

ENGINEER

SAN ANTONIO, TEXAS

AUDIE L. MURPHY MEMORIAL VETERANS HOSPITAL

Department

Veterans Affairs

DRAWING INDEX

7400 MERTON MINTER BLVD.

PROJECT: STRUCTURAL ANALYSIS FOR EMPLOYEE PARKING GARAGE

PROJECT NO. : 671-20-171

100% CD

STRUCTURAL

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ENGINEER: 671 -20-171

Management

NOV. 24 2020 4

940.642.9158

2797 VALENCIA LANE T EXASCHERTZ,S 78154 USA

ELK CONSORTIUM

100% CDCONSULTANTS:

Office of Facilities

STRUCTURAL ANALYSIS FOR

EMPLOYEE PARKING GARAGE

KRIS M. BARKER

L I CENSED

106448

S TATE OF TE XAS

P R

F E S S I ONA L E NG I N

E E R

Nov 24 2020

FIRM #F-12673

4040 BROADWAY ST, SUITE 604

SAN ANTONIO, TX 78209

210.446.5500

5960 S. RAINBOW BLVD.

LAS VEGAS, NV 89118

702.310.8000

WWW.BARKERSTRUCTURAL.COM

AutoCAD SHX Text

GI0.1 GI0.2

AutoCAD SHX Text

COVER SHEET VICINITY MAP AND CAMPUS MAP

AutoCAD SHX Text 1 2

AutoCAD SHX Text S1.0 S2.0

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2ND AND 3RD LEVEL PARTIAL FRAMING PLANS STRUCTURAL DETAILS

AutoCAD SHX Text 3 4

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Audie L. Murphy Memorial Veterans Hospital

AutoCAD SHX Text San Antonio, Texas

AutoCAD SHX Text These documents can not be copied or reproduced without written consent from

AutoCAD SHX Text WestEast Design Group

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Service Chief

AutoCAD SHX Text Concur Safety

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text F

AutoCAD SHX Text E

WAREHOUSE

MAIN HOSPITAL

HOSPITAL TOWER

POLYTRAUMA

BOILER

PLANT

CLC

MELROSE HOLMGREEN RD.

WURZBACH R

MERTON M

INTER BLVD.

VON SCHEELE RD.

MERTON MINTER BLVD.

MHMH

PROJECT AREA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ENGINEER: 671 -20-171

Management

NOV. 24 2020 4

940.642.9158

2797 VALENCIA LANE T EXASCHERTZ,S 78154 USA

ELK CONSORTIUM

100% CDCONSULTANTS:

Office of Facilities

STRUCTURAL ANALYSIS FOR

EMPLOYEE PARKING GARAGE

KRIS M. BARKER

L I CENSED

106448

S TATE OF TE XAS

P R

F E S S I ONA L E NG I N

E E R

Nov 24 2020

FIRM #F-12673

4040 BROADWAY ST, SUITE 604

SAN ANTONIO, TX 78209

210.446.5500

5960 S. RAINBOW BLVD.

LAS VEGAS, NV 89118

702.310.8000

WWW.BARKERSTRUCTURAL.COM

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DATA

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POINT

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EWING

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HALSELL

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FREDERICKSBURG RD.

AutoCAD SHX Text Oak Hills

AutoCAD SHX Text Country Club

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LOUIS

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PASTEUR

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MEDICAL

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FLOYD

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CURL

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AutoCAD SHX Text Medical Center

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MEDICAL

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BABCOCK

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WURZBACH

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SUMMIT

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BABCOCK

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CALLAGHAN RD.

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MERTON

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MINTER

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HAMILTON-WOLFE

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CINNAMON

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CREEK

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AUDIE L. MURPHY

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MEMORIAL VETERANS

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HOSPITAL

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NORTH

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VA HOSPITAL CAMPUS MAP

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SCALE: N.T.S.

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GI0.2

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NORTH

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PROJECT NORTH

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TRUE NORTH

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SITE VICINITY MAP AND CAMPUS MAP

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SITE VICINITY MAP

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SCALE: N.T.S.

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NORTH

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TRUE NORTH

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AutoCAD SHX Text A

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Audie L. Murphy Memorial Veterans Hospital

AutoCAD SHX Text San Antonio, Texas

AutoCAD SHX Text These documents can not be copied or reproduced without written consent from

AutoCAD SHX Text WestEast Design Group

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Service Chief

AutoCAD SHX Text Concur Safety

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text F

17'-1"

9' -8

'-1 0"

'-0

'-1 0"

9' -8

-0

1' -0

EXISTING

EXPANSION JOINT

EXISTING BROKEN

CURB TO BE REPLACED

S2.0

17'-1"

9' -8

'-1 0"

'-0

'-1 0"

9' -8

-0

1' -0

4'-8" 4'-8"

S2.0

SEE NOTE 2

EXISTING

EXPANSION JOINT

COMPLY WITH 2018 INTERNATIONAL BUILDING CODE.

FLOOR DEAD LOADS...................................................................SELF WEIGHT FLOOR LIVE LOADS (REDUCIBLE)..........................................................100 PSF

APPLY UNLESS NOTED ON STRUCTURAL DRAWINGS. IN CASE OF CONFLICT BETWEEN

GSN, DETAILS AND PLANS, THE GREATER REQUIREMENTS GOVERN.

LATEST ACI CODE AND DETAILING MANUAL APPLY. ALL REINFORCING BARS DEFORMED

EXCEPT .

ALL REINFORCING SHALL BE ASTM A-615 GRADE 60.

CLEAR CONCRETE COVER TO REINFORCING ARE AS FOLLOWS:

CAST-IN-PLACE CONCRETE (NONPRESTRESSED):

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........................................3"

EXPOSED TO EARTH OR WEATHER:

#6 THROUGH #18........................................................................................2" #5 AND SMALLER....................................................................................1 1/2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS: #11 AND SMALLER......................................................3/4" BEAMS AND COLUMNS..............................................................................1 1/2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS...............................................................................3/4"

BEAMS:

PRIMARY REINFORCEMENT.......................................................................1 1/2" STIRRUPS.................................................................................................1"

WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S

OPTION.

PROVIDE SHOP DRAWINGS AND FABRICATE AFTER THE ARCHITECTS REVIEW. ALL SPLICE

LOCATIONS ARE SUBJECT TO APPROVAL. PLACE REBAR PER CRSI STANDARDS.

REBAR SPACING GIVEN IS MAXIMUM ON CENTER AND ALL REBAR IS CONTINUOUS UNLESS

OTHERWISE NOTED. PROVIDE BENT CORNER REBAR TO MATCH AND LAP WITH

HORIZONTAL REBARS AT CORNERS AND INTERSECTIONS OF WALLS. DOWEL ALL VERTICAL

WALL AND COLUMN REBAR TO FOUNDATIONS. SECURELY TIE ALL REBAR, INCLUDING

DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT.

PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID

EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING

CONSTRUCTION. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND

SUBCONTRACTORS PRIOR TO CONSTRUCTION.

THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT

BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY

OTHER PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

COST OF ADDITIONAL FIELD AND OFFICE WORK NECESSITATED BY REQUEST BY THE

CONTRACTOR FOR AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION

SHALL BE BORNE BY THE CONTRACTOR. OPTIONS ARE FOR CONTRACTORS CONVENIENCE.

HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND

HE SHALL COORDINATE ALL DETAILS.

ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL

BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF TEXAS.

UNLESS OTHERWISE NOTED, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS

INDICATED BY CUTS, REFERENCES OR TITLES.

VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS SHOWN ON DRAWINGS.

ALL CONSTRUCTION MEETING OR CROSSING EXPANSION OR SHRINKAGE CONTROL JOINTS

IN FLOORS OR ROOFS MUST HAVE PROVISIONS TO ACCOMMODATE MOVEMENT OR MUST BE

DELAYED UNTIL THE JOINT IS CLOSED.

DRYPACK SHALL BE ONE PART CEMENT AND 2 1/2 PARTS SAND WITH JUST ENOUGH

WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE

WHEN SQUEEZED. IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE.

MINIMUM 28 DAY STRENGTH TO BE 5000 PSI.

IN LIEU OF DRYPACK, GROUT SHALL BE NON-SHRINK, NON-METALLIC; U.S. GROUT CORP.

FIVE STAR GROUT; ASTM C-827, C-191, AND C-109 OR PRIOR APPROVED EQUAL, MIXED

AND INSTALLED PER MANUFACTURER'S RECOMMENDATION, MINIMUM COMPRESSIVE

STRENGTH 5000 PSI IN 7 DAYS.

24 HRS. MINIMUMN PRIOR TO CASTING CONCRETE, CONTRACTOR TO CONTACT BARKER

STRUCTURAL (210.446.5500) TO PERFORM A STRUCTURAL OBSERVATION OF THE

REINFORCING AND TO REVIEW THE BONDING AGENT PROCEDURES.

SCALE: 3/32"=1'-0"

NORTH

SCALE: 3/32"=1'-0"

PROJECT

NORTH

TRUE

NORTH

TRUE

NORTH

S1.0

2ND AND 3RD FLOOR PLAN

GENERAL STRUCTURAL NOTE

1. VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

2. THE FOLLOWING IS REQUIRED AT THE 2ND LEVEL:

· REMOVE EXISTING CONCRETE TOPPING DOWN TO

THE TOP OF THE EXISTING DOUBLE TEES (DO NOT

CUT INTO OR OTHERWISE DAMAGE THE DOUBLE

TEES).

· A BONDING AGENT (DURAL 452 MV EPOXY BY EUCLID

CHEMICAL OR APPROVED EQUAL) IS REQUIRED.

CLEAN AND PREPARE THE SURFACE OF THE DOUBLE

TEES AS WELL AS THE PERIMETER EDGE OF THE

PATCHED AREA, PER THE MANUFACTURER'S

RECOMMENDATIONS.

· REINFORCE THE PATCHED AREA WITH #3 AT 12"O.C.

EACH WAY. CHAIR LOWER LEVEL OF REINFORCING 1"

OFF DOUBLE TEES.

· CAST PATCHED AREA WITH 4000 PSI CONCRETE.

MAXIMUM AGGREGATE SIZE = 3/4". MAXIMUM SLUMP

= 4 1/2".

· TOPPING FINISH TO MATCH EXISTING.

· CONTRACTOR TO REVIEW THE EXPANSION JOINT

FROM THE UNDERSIDE OF THE SECOND LEVEL AND

REMOVE ANY SPALLED CONCRETE OR DISLODGED

PIECES.

3. CONTRACTOR TO REPLACE EXPANSION JOINT ACROSS

WIDTH OF DRIVE AISLES AT 2ND LEVEL ONLY. NEW

EXPANSION JOINT SYSTEM TO MATCH EXISTING.

4. THE FOLLOWING IS REQUIRED AT THE 3RD LEVEL:

· REMOVE DAMAGED PORTION OF EXISTING CONCRETE

CURB AND REPLACE PER DETAIL 1/S2.0.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ENGINEER: 671 -20-171

Management

NOV. 24 2020 4

940.642.9158

2797 VALENCIA LANE T EXASCHERTZ,S 78154 USA

ELK CONSORTIUM

100% CDCONSULTANTS:

Office of Facilities

STRUCTURAL ANALYSIS FOR

EMPLOYEE PARKING GARAGE

KRIS M. BARKER

L I CENSED

106448

S TATE OF TE XAS

P R

F E S S I ONA L E NG I N

E E R

Nov 24 2020

FIRM #F-12673

4040 BROADWAY ST, SUITE 604

SAN ANTONIO, TX 78209

210.446.5500

5960 S. RAINBOW BLVD.

LAS VEGAS, NV 89118

702.310.8000

WWW.BARKERSTRUCTURAL.COM

AutoCAD SHX Text X.1

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AutoCAD SHX Text %%uCODE:%%u

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GENERAL STRUCTURAL NOTES

AutoCAD SHX Text %%uREINFORCING:%%u

AutoCAD SHX Text %%uSUPPLEMENTARY NOTES:%%u

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%%USTRUCTURAL OBSERVATION:

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2ND FLOOR PLAN

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3RD FLOOR PLAN

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%%UPLAN NOTES:

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Audie L. Murphy Memorial Veterans Hospital

AutoCAD SHX Text San Antonio, Texas

AutoCAD SHX Text These documents can not be copied or reproduced without written consent from

AutoCAD SHX Text WestEast Design Group

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Service Chief

AutoCAD SHX Text Concur Safety

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text F

SECTION AT EXPANSION JOINT

1. EXISTING CONCRETE TOPPING OVER

PRECAST DOUBLE TEES.

2. REMOVE CONCRETE TOPPING DOWN

TO DOUBLE TEES. DO NOT CUT INTO

DOUBLE TEE FLANGE OR DAMAGE

DOUBLE TEES.

3. NEW EXPANSION JOINT TO MATCH

EXISTING JOINT.

4. EXISTING ANGLE BRACES AND SHIMS

TO REMAIN.

5. NEW CONCRETE TOPPING. FOR

PREPARATION OF BONDING SURFACE

AND SPECIFIED BONDING AGENT SEE

PLAN NOTES. FOR REINFORCING SEE

PLAN NOTES.

215549BDS200-1

3 12

CURB REPAIR AT 3RD LEVEL

1. EXISTING CONCRETE TOPPING OVER

PRECAST DOUBLE TEES.

2. EXISTING ANGLE BRACE AND SHIMS.

3. EXISTING EXPANSION JOINT TO

REMAIN.

4. NEW CONCRETE CURB TO MATCH

EXISTING.

5. 1 #3

6. #3x7x6 DOWELS AT 16"O.C. DRILLED

AND ANCHORED WITH HILTI HY-200

EPOXY PER ESR-3187. MIN.

EMBEDMENT = 2".

215549BDS20-2

S2.0

FRAMING DETAILS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ENGINEER: 671 -20-171

Management

NOV. 24 2020 4

940.642.9158

2797 VALENCIA LANE T EXASCHERTZ,S 78154 USA

ELK CONSORTIUM

100% CDCONSULTANTS:

Office of Facilities

STRUCTURAL ANALYSIS FOR

EMPLOYEE PARKING GARAGE

KRIS M. BARKER

L I CENSED

106448

S TATE OF TE XAS

P R

F E S S I ONA L E NG I N

E E R

Nov 24 2020

FIRM #F-12673

4040 BROADWAY ST, SUITE 604

SAN ANTONIO, TX 78209

210.446.5500

5960 S. RAINBOW BLVD.

LAS VEGAS, NV 89118

702.310.8000

WWW.BARKERSTRUCTURAL.COM

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Audie L. Murphy Memorial Veterans Hospital

AutoCAD SHX Text San Antonio, Texas

AutoCAD SHX Text These documents can not be copied or reproduced without written consent from

AutoCAD SHX Text WestEast Design Group

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Service Chief

AutoCAD SHX Text Concur Safety

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text Concur M & O

AutoCAD SHX Text Concur Bio-Med

AutoCAD SHX Text F

File details come from the government source that posted it. Updated Jul 15, 2021.