Attachment 8- 679-19-101 - Drawings RTA Revised 3-19-26.pdf

PDF 18 MB Posted Apr 8, 2026

Attached to: 679-19-101 Correct Critical Access and ADA Deficiencies B61 Federal contract opportunity
Solicitation number: 36C24726R0069
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 7

About this file

Written by GovTribe AI · Apr 8, 2026

This is a comprehensive set of construction design and specification documents for a federal construction project at the Department of Veterans Affairs (VA) Tuscaloosa VA Medical Center.

The project, titled "Correct Critical Access and ADA Deficiencies Building 61," involves the construction of a connector walkway between Buildings 61 and 4 at the Tuscaloosa VA Medical Center in Alabama (Project No. 679-19-101). The scope of work includes demolition of existing structures, site preparation, installation of new slab-on-ground foundations with helical pier support systems, framing and roofing of the connector corridor structure, and comprehensive mechanical, electrical, plumbing, fire protection, and fire sprinkler systems. The connector building will serve as an accessible pedestrian corridor connecting the two existing buildings, with dimensions and specifications designed to meet ADA accessibility standards. The project incorporates structural requirements per IBC 2018 and ASCE 7-16, with design wind speeds of 110 mph and 4,000 psi concrete specifications. Key building systems include two air handling units (AHU-1 and AHU-2) for HVAC, domestic water and sanitary waste piping, fire alarm and detection systems, and wet-pipe automatic fire sprinkler protection. The documents include detailed floor plans, elevation views, structural details, mechanical schedules, electrical layouts, plumbing schematics, and fire protection specifications for all trades. Construction documents are prepared by Sherlock, Smith & Adams (Architects) with engineering consultants including Building and Earth Sciences, SELC Inc., and Telgian Engineering, dated February 8, 2020.

View the file

Other files for this federal contract opportunity

Other files attached to 679-19-101 Correct Critical Access and ADA Deficiencies B61, newest first.
File	Type	Posted
Attachment 0004- RFI List 2- 679-19-101 with VA responses.pdf	PDF	May 19, 2026
Attachment 0004A- Helical pile embeded in footing.jpg	JPG image	May 19, 2026
36C24726R0069 0004.pdf	PDF	May 19, 2026
36C24726R0069 0003.pdf	PDF	May 14, 2026
Attachment 0003- RFI Combined List 679-19-101 with A-E Responses - VA responses.pdf	PDF	May 14, 2026
Attachment 0003B- Laydown yard map.pdf	PDF	May 14, 2026
Attachment 0003A- 679-19-101 -Specifications Modification 3-19-26.pdf	PDF	May 14, 2026
36C24726R0069 0002.docx	DOCX document	May 7, 2026
Attachment 0001 679-22-100 - Pre Bid Site Visit Sign in Sheet 4-23-26.pdf	PDF	Apr 24, 2026
36C24726R0069 0001.pdf	PDF	Apr 24, 2026
36C24726R0069.pdf	PDF	Apr 8, 2026
Attachment 4 - Itemized Cost Breakdown 02.xlsx	XLSX spreadsheet	Apr 8, 2026
Attachment 6 - INVOICING.pdf	PDF	Apr 8, 2026
Attachment 7- Specs 679-19-101.pdf	PDF	Apr 8, 2026
Attachment 9- 679-19-101 - Site Visit Instructions 4-23-26.pdf	PDF	Apr 8, 2026
Attachment 1 - Experience Modification Rate Form.pdf	PDF	Apr 8, 2026
Attachment 5- Wage Determination AL20260098.pdf	PDF	Apr 8, 2026
Attachment 2 - VAAR 852.219-75 VA Notice of Limitations on Subcontracting Jan 2023 Deviation.pdf	PDF	Apr 8, 2026
Attachment 3 - Past Performance Questionnaire -PPQ.pdf	PDF	Apr 8, 2026

Show all 19

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LIFE SAFETY LEGEND

EXIT PATH

[250' MAX.]

CODE INFORMATION

CODE REFERENCE:

• VA DESIGN MANUAL

• LIFE SAFETY

• BUILDING

• FIRE SPRINKLER

• FIRE ALARM

DEPARTMENT OF VETERANS AFFAIRS - FIRE PROTECTION DESIGN MANUAL

PG-18 DECEMBER, 2015 EDITION

NFPA 101 LIFE SAFETY CODE - 2018 EDITION

WHERE LIFE SAFETY AND BUILDING CONSTRUCTION REQUIREMENTS ARE NOT

COVERED IN NFPA 101 THE 2018 INTERNATIONAL BUILDING CODE (IBC) SHALL BE

APPLICABLE

NFPA 13 STANDARD FOR THE INSTALLATION OF AUTOMATIC SPRINKLER

SYSTEMS - 2019 EDITION

NFPA 72 FIRE ALARM AND SIGNALING CODE - 2019 EDITION

GENERAL BUILDING REQUIREMENTS

1. OCCUPANCY CLASSIFICATION: [USE GROUP] PEDESTRIAN WALKWAY

2. FULLY SPRINKLERED: YES

3. CONSTRUCTION TYPE: IIB

PER IBC SECTION 3104.3, THE WALKWAY SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION.

4. HEIGHT AND AREA: 10 FT. AND 3,204 SF:

PER IBC SECTION 3104.1, THE HEIGHT AND AREA OF A PEDESTRIAN WALKWAY SHALL NOT

CONTRIBUTE TO THE HEIGHT AND AREA OF THE BUILDINGS IT CONNECTS.

5. SEPARATION OF BUILDINGS: NOT REQUIRED

PER THE VA DESIGN GUIDE SECTION 2.2.A EXEMPTION 1 - NO FIRE RATED SEPARATIONS ARE

REQUIRED WHEN THE BUILDINGS CONNECTED AND THE WALKWAY ARE FULLY SPRINKLERED.

CONNECTION WALLS ARE REQUIRED TO RESIST THE PASSAGE OF SMOKE PER IBC

SECTION 3104.5.2.

6. INTERIOR FINISHES: MUST BE APPROVED BY BUILDING OFFICIAL

PER THE IBC SECTION 3104.4, ALL INTERIOR FINISHES ARE SUBJECT TO REVIEW BY THE

BUILDING OFFICIAL. IN THIS CASE THE INTERIOR FINISHES ARE NON-COMBUSTIBLE. TELGIAN

RECOMMENDS INTERIOR FINISHES BE OF CLASS B OR GREATER FOR WALLS AND CEILINGS,

AND OF CLASS II OR GREATER FOR FLOORS.

7. FIRE DEPARTMENT ACCESS: PROVIDED ON BOTH SIDES OF THE EXISTING BUILDING.

THIS RENOVATION PROJECT DOES NOT MODIFY THE EXISTING FIRE DEPARTMENT VEHICLE

ACCESS.

8. PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED WITHIN PEDESTRIAN WALKWAYS.

9. THE FOUR EGRESS DOORWAYS EXIT DIRECTLY TO OPEN PUBLIC YARDS LEADING TO

WALKWAYS, OR DIRECTLY ONTO A PUBLIC WALKWAY ON EITHER SIDE OF THE CONNECTOR.

EXIT CAPACITY: ALL EXIT DOORS SHALL BE AT LEAST 32 INCHES CLEAR WIDTH

OTHER EGRESS REQUIREMENTS:

- ALL EXIT DOORS MUST SWING IN THE DIRECTION OF EGRESS TRAVEL

- MAXIMUM EXIT ACCESS TRAVEL DISTANCE: REQUIRED: <250 FEET

ACTUAL: 129'9"

- MAXIMUM COMMON PATH OF TRAVEL: REQUIRED: <75 FEET

ACTUAL: 31'3"

- MINIMUM CORRIDOR WIDTH: REQUIRED: 36 INCHES

ACTUAL: 96 INCHES

- EGRESS DOORS SHALL BE PROVIDED WITH OPERABLE OPENING DEVICES MEETING BOTH ADA

AND NFPA 101 REQUIREMENTS. NO PANIC HARDWARE IS REQUIRED.

- EMERGENCY LIGHTING IS NOT REQUIRED WITHIN THE PEDESTRIAN WALKWAY.

MEANS OF EGRESS REQUIREMENTS

THE PEDESTRIAN WALKWAY IS PROVIDED WITH 4 SEPARATE EXIT DOORS FOR USE BY OCCUPANTS

TRAVERSING THE CONNECTOR AND FOR OCCUPANTS EGRESSING INTO THE CONNECTOR FROM

BUILDINGS 61 OR 4.

FLOOR EXIT ALLOWANCE

(IN/PERSON)

TOTAL EXIT CAPACITY REQUIRED (PERSONS)

1 0.2 DOOR

EXIT CAPACITY, CONNECTOR WALKWAY

EXIT 1 EXIT 2 EXIT 3

34" DOOR/0.2 =170

TOTAL = 680

EXIT SIGN

EXIT 4

34" DOOR/0.2=170

NOTE:

ALL CONFLICTS BETWEEN NFPA 101 AND THE IBC SHALL DEFAULT TO NFPA 101 AS THE GOVERNING REQUIREMENT

PROJECT DESCRIPTION:

BUILDING USE GROUP: PEDESTRIAN WALKWAY - NEITHER NFPA 101 OR THE IBC HAVE DESIGNATIONS FOR OCCUPANCY GROUP WITHIN A COVERED WALKWAY. THE WALKWAY SHALL COMPLY WITH THE IBC SECTION 3104.

EXISTING BUILDING IS A ONE STORY PEDESTRIAN COVERED WALKWAY. THE BUILDING IS USED FOR TRANSPORT OF

PATIENTS AND PASSAGE OF OCCUPANTS BETWEEN BUILDINGS 4 AND 61.

34" DOOR/0.2 =170 34" DOOR/0.2 =170

EXTERIOR WALL REQUIREMENTS

THE EXTERIOR WALLS OF WALKWAY REQUIRE NO FIRE RESISTANCE RATING AND ALL OPENINGS MAY HAVE

AN UNLIMITED PERCENTAGE OF OPENINGS RELATIVE TO WALL AREA.

EXIT ELEMENT NUMBER

AND CAPACITY

BARRIER CAPABLE OF

RESISTING THE

PASSAGE OF SMOKE

61-G-101

LIFE SAFETY PLAN

D ep ar tm en t of V et er an s

A ff ai rs

679-19-101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

TUSCALOOSA, AL

PROJECT TEAM CONSULTANTS

08 FEB 20

TELGIAN AX#

Engineering & Consulting

ENGINEERS CONSULTANTS ANALYSTS ASSESSORS

SMT JEC

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BUILDING 4

AutoCAD SHX Text

BUILDING 61

AutoCAD SHX Text

MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 129'9"

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text Approved: Chief Engineer

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text of

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Title

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions Date

AutoCAD SHX Text Architect/Engineer

AutoCAD SHX Text Seal

AutoCAD SHX Text Architect/Engineer Address

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 B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text P:\Sherlock Smith & Adams\Tuscaloosa, AL - VA Bldg 61\Drawings\61-G-101.dwg (96|1|0) saved on 04/02/2020 at 11:03 AM by cvandenbent (96|1|0) saved on 04/02/2020 at 11:03 AM by cvandenbent 96|1|0) saved on 04/02/2020 at 11:03 AM by cvandenbent |1|0) saved on 04/02/2020 at 11:03 AM by cvandenbent 1|0) saved on 04/02/2020 at 11:03 AM by cvandenbent |0) saved on 04/02/2020 at 11:03 AM by cvandenbent 0) saved on 04/02/2020 at 11:03 AM by cvandenbent ) saved on 04/02/2020 at 11:03 AM by cvandenbent 04/02/2020 at 11:03 AM by cvandenbent at 11:03 AM by cvandenbent 11:03 AM by cvandenbent by cvandenbent cvandenbent

AutoCAD SHX Text

BARRY DAVIS, ARCHITECTS, P.C.

AutoCAD SHX Text 205.444-1112 www.BarryDavisArchitects.com

AutoCAD SHX Text

ONE RIVERCHASE RIDGE, SUITE 102

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35244

AutoCAD SHX Text

BARRY DAVIS, PRINCIPAL

AutoCAD SHX Text 334.263-6481 www.ssainc.com

AutoCAD SHX Text

3047 CARTER HILL ROAD

AutoCAD SHX Text

MONTGOMERY, ALABAMA 36111

AutoCAD SHX Text

SHERLOCK, SMITH, & ADAMS

AutoCAD SHX Text

RICH KNIGHTON, ARCHITECTURAL DESIGNER

AutoCAD SHX Text

NICK AUGUST, ARCHITECT

AutoCAD SHX Text

LEE BARNES, ELECTRICAL, SS&A

AutoCAD SHX Text

TROY PERSAUD, MECHANICAL, SS&A

AutoCAD SHX Text

KEITH GUM, STRUCTURAL, SS&A

AutoCAD SHX Text

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

AutoCAD SHX Text 205.823-6200 www.SELCINC.com

AutoCAD SHX Text

989 YEAGER PARKWAY

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

SELC, INC.

AutoCAD SHX Text 205.836-6300 www.BuildingAndEarth.com

AutoCAD SHX Text

5545 DERBY DRIVE

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35210-5414

AutoCAD SHX Text

BUILDING AND EARTH SCIENCES

AutoCAD SHX Text 205.403-9158 www.edgalabama.com

AutoCAD SHX Text

120 BISHOP CIRCLE, SUITE 300

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

ENGINEERING DESIGN GROUP, LLC

AutoCAD SHX Text

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

AutoCAD SHX Text 480.878-5669 www.telgian.com

AutoCAD SHX Text

900 CIRCLE 75 PARKWAY SE, SUITE 680

AutoCAD SHX Text

ATLANTA, GEORGIA 30339

AutoCAD SHX Text

TELGIAN ENGINEERING & CONSULTING

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

LIFE SAFETY PLAN

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 0020090

REMOVE CONC.

SIDEWALK

SAW CUT CONC. PAVEMENT

REMOVE CONC.

SIDEWALK

SAW CUT CONC. PAVEMENT

REMOVE CONC.

PAVEMENT

REMOVE CONC.

SIDEWALK

REMOVE CONC.

SIDEWALK

REMOVE

CONC. CURB

PROPOSED CONNECTING CONNECTOR

D ep ar tm en t of V et er an s

A ff ai rs

08 FEB 20

TUSCALOOSA, AL

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

679-19-101

BUILDING 61

PROJECT TEAM CONSULTANTS

61-CD-101

DRG BDS

SITE DEMOLITION PLAN

0 10' 20' 40'

SCALE: 1"=20'

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.03 FL IN 426.08 S FL IN 425.37 E FL OUT 425.13

AutoCAD SHX Text

STORM MH RIM 430.73 FL IN 425.89 NE FL IN 425.99 SE FL OUT 425.87

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.18 FL 426.08

AutoCAD SHX Text

18" GRATE INLET RIM 429.31 FL 426.23

AutoCAD SHX Text

2'X2' GRATE INLET RIM 432.56 FL IN 427.58 FL OUT 427.55

AutoCAD SHX Text

STORM MH RIM 437.21 FL IN 432.56 FL OUT 432.41

AutoCAD SHX Text

2'X2' GRATE INLET RIM 443.23 FL 438.28

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

MH RIM 431.30 FL IN 417.82 NE FL IN 416.65 SE FL OUT 416.64

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

STORM MH RIM 439.12 FL 430.40

AutoCAD SHX Text

2'X2' GRATE INLET RIM 437.47 FL 433.27

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

F.F. ELEV = 453.25

AutoCAD SHX Text

F.F. ELEV = 442.23

AutoCAD SHX Text

F.F. ELEV = 431.34

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text

F.F. ELEV = 430.16

AutoCAD SHX Text

DOUBLE 24" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text Approved: Chief Engineer

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text of

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Title

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions Date

AutoCAD SHX Text Architect/Engineer

AutoCAD SHX Text Seal

AutoCAD SHX Text Architect/Engineer Address

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 B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text P:\2019\2019.003\C\10-CD101.dwg (20|20|2) saved on 15/03/2026 at 4:31 PM by Charles.Brown (20|20|2) saved on 15/03/2026 at 4:31 PM by Charles.Brown 20|20|2) saved on 15/03/2026 at 4:31 PM by Charles.Brown |20|2) saved on 15/03/2026 at 4:31 PM by Charles.Brown 20|2) saved on 15/03/2026 at 4:31 PM by Charles.Brown |2) saved on 15/03/2026 at 4:31 PM by Charles.Brown 2) saved on 15/03/2026 at 4:31 PM by Charles.Brown ) saved on 15/03/2026 at 4:31 PM by Charles.Brown 15/03/2026 at 4:31 PM by Charles.Brown at 4:31 PM by Charles.Brown 4:31 PM by Charles.Brown by Charles.Brown Charles.Brown

AutoCAD SHX Text

BARRY DAVIS, ARCHITECTS, P.C.

AutoCAD SHX Text 205.444-1112 www.BarryDavisArchitects.com

AutoCAD SHX Text

ONE RIVERCHASE RIDGE, SUITE 102

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35244

AutoCAD SHX Text

BARRY DAVIS, PRINCIPAL

AutoCAD SHX Text 334.263-6481 www.ssainc.com

AutoCAD SHX Text

3047 CARTER HILL ROAD

AutoCAD SHX Text

MONTGOMERY, ALABAMA 36111

AutoCAD SHX Text

SHERLOCK, SMITH, & ADAMS

AutoCAD SHX Text

RICH KNIGHTON, ARCHITECTURAL DESIGNER

AutoCAD SHX Text

NICK AUGUST, ARCHITECT

AutoCAD SHX Text

LEE BARNES, ELECTRICAL, SS&A

AutoCAD SHX Text

TROY PERSAUD, MECHANICAL, SS&A

AutoCAD SHX Text

KEITH GUM, STRUCTURAL, SS&A

AutoCAD SHX Text

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

AutoCAD SHX Text 205.823-6200 www.SELCINC.com

AutoCAD SHX Text

989 YEAGER PARKWAY

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

SELC, INC.

AutoCAD SHX Text 205.836-6300 www.BuildingAndEarth.com

AutoCAD SHX Text

5545 DERBY DRIVE

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35210-5414

AutoCAD SHX Text

BUILDING AND EARTH SCIENCES

AutoCAD SHX Text 205.403-9158 www.edgalabama.com

AutoCAD SHX Text

120 BISHOP CIRCLE, SUITE 300

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

ENGINEERING DESIGN GROUP, LLC

AutoCAD SHX Text

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

AutoCAD SHX Text 480.878-5669 www.telgian.com

AutoCAD SHX Text

900 CIRCLE 75 PARKWAY SE, SUITE 680

AutoCAD SHX Text

ATLANTA, GEORGIA 30339

AutoCAD SHX Text

TELGIAN ENGINEERING & CONSULTING

AutoCAD SHX Text B

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text 37157

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text February 8, 2020

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text S

I.E. = 427.74

I.E. = 426.75

4" P

4" PVC @ 1.5%

4" P

I.E.= 430.00

I.E. = 429.40 I.E. = 429.65

I.E. = 438.70

I.E. = 441.00

I.E.= 430.20

I.E. = 437.20

I.E.= 429.00 I.E. = 428.40

I.E. = 435.24

6" PVC ROOF DRAIN PIPE

(UNDER SLAB)

CONC. SIDEWALK

(C1/CS502)

CONC. SIDEWALK,

TYP. (DETAIL D7/61-CS-501)

DROP CONNECTION TO EXIST. SSMH

(DETAIL F1/61-CS-501)

NEENAH FOUNDRY DOWNSPOUT SHOE,

CATALOG NUMBER R-4926 A,

OR APPROVED EQUAL

(TYP. @ DOWNSPOUTS)

ROOF LINE

CONNECT TO EXIST.

CATCH BASIN

CONC. STOOP

CONC. STOOP,

TYP. (DETAIL F7/61-CS-501)

HANDRAIL

(F1/CS502)

RDCO

(TYP.)

SSCO

(TYP.)

FFE: 434.80

FFE: 438.20

441.08 EC

440.81 EG

440.62 EG

440.43 EG

440.32 EG

440.81 EC

440.61 EC

441.08 EC

440.96 EC

439.46 EC

439.34 EC

439.22 EC

438.22 EC

438.10 EC

438.81 EC

438.34 EC

438.22 EC

431.30 EC

434.76 EC

434.66 EC

438.16 EC

438.06 EC

NEW PAVEMENT FLUSH

WITH EXISTING PAVEMENT EDGE

NEW SIDEWALK FLUSH

WITH EXISTING PAVEMENT EDGE

NEW SIDEWALK FLUSH

WITH EXISTING PAVEMENT EDGE

NEW SIDEWALK FLUSH

WITH EXISTING PAVEMENT EDGE

UNDERCUT FOR NEW FOUNDATION

(DETAIL E6/CS502)

UNDERCUT FOR NEW FOUNDATION

(DETAIL E6/CS502)

NEW CONC. CURB,

MATCH EXISTING CURB PROFILE

D ep ar tm en t of V et er an s

A ff ai rs

08 FEB 20

TUSCALOOSA, AL

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

679-19-101

BUILDING 61

PROJECT TEAM CONSULTANTS

61-CS-101

DRG BDS

SITE PLAN

SITE WORK & UTILITIES GRADING

0 10' 20' 40'

SCALE: 1"=20'

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.03 FL IN 426.08 S FL IN 425.37 E FL OUT 425.13

AutoCAD SHX Text

STORM MH RIM 430.73 FL IN 425.89 NE FL IN 425.99 SE FL OUT 425.87

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.18 FL 426.08

AutoCAD SHX Text

18" GRATE INLET RIM 429.31 FL 426.23

AutoCAD SHX Text

2'X2' GRATE INLET RIM 432.56 FL IN 427.58 FL OUT 427.55

AutoCAD SHX Text

STORM MH RIM 437.21 FL IN 432.56 FL OUT 432.41

AutoCAD SHX Text

2'X2' GRATE INLET RIM 443.23 FL 438.28

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

MH RIM 431.30 FL IN 417.82 NE FL IN 416.65 SE FL OUT 416.64

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

STORM MH RIM 439.12 FL 430.40

AutoCAD SHX Text

2'X2' GRATE INLET RIM 437.47 FL 433.27

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

F.F. ELEV = 453.25

AutoCAD SHX Text

F.F. ELEV = 442.23

AutoCAD SHX Text

F.F. ELEV = 431.34

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text

F.F. ELEV = 430.16

AutoCAD SHX Text

DOUBLE 24" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.03 FL IN 426.08 S FL IN 425.37 E FL OUT 425.13

AutoCAD SHX Text

STORM MH RIM 430.73 FL IN 425.89 NE FL IN 425.99 SE FL OUT 425.87

AutoCAD SHX Text

2'X2' GRATE INLET RIM 429.18 FL 426.08

AutoCAD SHX Text

18" GRATE INLET RIM 429.31 FL 426.23

AutoCAD SHX Text

2'X2' GRATE INLET RIM 432.56 FL IN 427.58 FL OUT 427.55

AutoCAD SHX Text

STORM MH RIM 437.21 FL IN 432.56 FL OUT 432.41

AutoCAD SHX Text

2'X2' GRATE INLET RIM 443.23 FL 438.28

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

MH RIM 431.30 FL IN 417.82 NE FL IN 416.65 SE FL OUT 416.64

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

STORM MH RIM 439.12 FL 430.40

AutoCAD SHX Text

2'X2' GRATE INLET RIM 437.47 FL 433.27

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

F.F. ELEV = 453.25

AutoCAD SHX Text

F.F. ELEV = 442.23

AutoCAD SHX Text

F.F. ELEV = 431.34

AutoCAD SHX Text

ONE WAY

AutoCAD SHX Text

F.F. ELEV = 430.16

AutoCAD SHX Text

DOUBLE 24" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text Approved: Chief Engineer

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text of

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Title

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions Date

AutoCAD SHX Text Architect/Engineer

AutoCAD SHX Text Seal

AutoCAD SHX Text Architect/Engineer Address

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 B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text P:\2019\2019.003\C\15-CS101.dwg (20|20|2) saved on 15/03/2026 at 4:32 PM by Charles.Brown (20|20|2) saved on 15/03/2026 at 4:32 PM by Charles.Brown 20|20|2) saved on 15/03/2026 at 4:32 PM by Charles.Brown |20|2) saved on 15/03/2026 at 4:32 PM by Charles.Brown 20|2) saved on 15/03/2026 at 4:32 PM by Charles.Brown |2) saved on 15/03/2026 at 4:32 PM by Charles.Brown 2) saved on 15/03/2026 at 4:32 PM by Charles.Brown ) saved on 15/03/2026 at 4:32 PM by Charles.Brown 15/03/2026 at 4:32 PM by Charles.Brown at 4:32 PM by Charles.Brown 4:32 PM by Charles.Brown by Charles.Brown Charles.Brown

AutoCAD SHX Text

BARRY DAVIS, ARCHITECTS, P.C.

AutoCAD SHX Text 205.444-1112 www.BarryDavisArchitects.com

AutoCAD SHX Text

ONE RIVERCHASE RIDGE, SUITE 102

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35244

AutoCAD SHX Text

BARRY DAVIS, PRINCIPAL

AutoCAD SHX Text 334.263-6481 www.ssainc.com

AutoCAD SHX Text

3047 CARTER HILL ROAD

AutoCAD SHX Text

MONTGOMERY, ALABAMA 36111

AutoCAD SHX Text

SHERLOCK, SMITH, & ADAMS

AutoCAD SHX Text

RICH KNIGHTON, ARCHITECTURAL DESIGNER

AutoCAD SHX Text

NICK AUGUST, ARCHITECT

AutoCAD SHX Text

LEE BARNES, ELECTRICAL, SS&A

AutoCAD SHX Text

TROY PERSAUD, MECHANICAL, SS&A

AutoCAD SHX Text

KEITH GUM, STRUCTURAL, SS&A

AutoCAD SHX Text

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

AutoCAD SHX Text 205.823-6200 www.SELCINC.com

AutoCAD SHX Text

989 YEAGER PARKWAY

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

SELC, INC.

AutoCAD SHX Text 205.836-6300 www.BuildingAndEarth.com

AutoCAD SHX Text

5545 DERBY DRIVE

AutoCAD SHX Text

BIRMINGHAM, ALABAMA 35210-5414

AutoCAD SHX Text

BUILDING AND EARTH SCIENCES

AutoCAD SHX Text 205.403-9158 www.edgalabama.com

AutoCAD SHX Text

120 BISHOP CIRCLE, SUITE 300

AutoCAD SHX Text

PELHAM, ALABAMA 35124

AutoCAD SHX Text

ENGINEERING DESIGN GROUP, LLC

AutoCAD SHX Text

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

AutoCAD SHX Text 480.878-5669 www.telgian.com

AutoCAD SHX Text

900 CIRCLE 75 PARKWAY SE, SUITE 680

AutoCAD SHX Text

ATLANTA, GEORGIA 30339

AutoCAD SHX Text

TELGIAN ENGINEERING & CONSULTING

AutoCAD SHX Text B

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text 37157

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text February 8, 2020

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text S

8" MIN. EMBEDMENT FOR

HANDRAILS

NO. 4 @ 12" O.C., E.W.

SECTION

PROVIDE 1/2" EXPANSION

JOINT ALONG FACE OF BUILDING

OR STRUCTURE (WHERE OCCURS)

8"6"

COMPACTED SUBGRADE,

TAMPED

4" 4"

SIDEWALK SECTION W/ HANDRAILC1 NOT TO SCALE

HANDRAIL DETAILF1 NOT TO SCALE

6' 30' 6'

CS502

PLAN

6" F

SECTION

1 1/2" DIA. SCHEDULE 40

STEEL PIPE HANDRAIL.

WELD AND GRIND SMOOTH

ALL JOINTS

CLEAN, PRIME & PAINT ALL

METAL SURFACES.

COLOR OF PAINT TO BE

SELECTED BY THE ARCHITECT

" M

. FINISHED GRADE

CONCRETE SIDEWALK

5' MAXIMUM SPACING

BETWEEN POSTS

T/ SLAB

VARIES (SEE ARCH.)

2.5

1.75'

MECHANICAL ROOMCONNECTING CORRIDOR

2-CONT. #5

CONT. #5

4 - #4 DOWELS INTO

EXISTING FOOTING BEYOND

0.2 5'

NEW TURNDOWN

FOOTING

EXISTING TURNTOWN

FOOTING BEYOND

5" SLAB ON GROUND

VAPOR BARRIER

CAPILLARY BARRIER

(GRANULAR)

NEW TURNDOWN FOOTING,

REF. D3/61-S-501

3' BEYOND

EDGE OF

FOOTING

STRUCTURAL FILL

PLACE IN 6-INCH LOOSE LIFTS

COMPACT TO 98% OF ASTM D698

A S

3:1 MAXIMUM SLOPE,

OR AS PERMITTED

BY GEOTECHNICAL ENGINEER

SUBGRADE

COMPACT TOP 6-INCHES TO 98% OF ASTM D698

EDGE OF EXISTING FOOTING BEYOND

EDGE OF NEW

TURNDOWN FTG.

SECTION

NEW TURNDOWN FOOTING

EXISTING

TURNDOWN

FOOTING

EXISTING

TURNDOWN

FOOTING

UNDERCUT FOR NEW FOUNDATIONE6 NOT TO SCALE

ELEVATION VIEW

SUBGRADE

COMPACT TOP 6-INCHES TO 98% OF ASTM D698

STRUCTURAL FILL

PLACE IN 6-INCH LOOSE LIFTS

COMPACT TO 98% OF ASTM D698

3:1 MAXIMUM SLOPE FROM

EXISTING FTG. BEYOND,

OR AS PERMITTED BY

GEOTECHNICAL ENGINEER

A S

3:1 MAXIMUM SLOPE,

OR AS PERMITTED BY

GEOTECHNICAL ENGINEER3' MIN.

NOTE:

UNDERCUTTING SHALL BE PERFORMED UNDER THE OBSERVATION OF THE

GEOTECHNICAL ENGINEER TO PREVENT UNDERMINING OF EXISTING SLABS AND

FOOTINGS.

D ep ar tm en t of V et er an s

A ff ai rs

08 FEB 20

TUSCALOOSA, AL

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

679-19-101

BUILDING 61

PROJECT TEAM CONSULTANTS

61-CS-502

DRG BDS

SITE DETAILS

GENERAL STRUCTURAL NOTES

A. BASIS OF DESIGN

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING:

INTERNATIONAL BUILDING CODE, IBC 2018

MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14

2. DESIGN LOADS:

WIND

BASIC DESIGN WIND SPEED (RISK CATEGORY II) = 110 MPH

WIND EXPOSURE = B

INTERNAL PRESSURE COEFFICIENT (GCPi) = +/- 0.18

ROOF LOADS

LIVE LOAD = 20 PSF

SNOW LOADS

GROUND SNOW LOAD = 5 PSF

B. FOUNDATIONS AND SLABS-ON-GROUND

1. FOUNDATIONS: SUPPORT OF EXISTING FOUNDATIONS AND NEW TURN-DOWN SLAB FOOTINGS AT NEW MECHANICAL ROOMS SHALL BE SUPPORTED ON NEW HELICAL PIERS. DESIGN OF THESE PIERS SHALL BE BASED ON THE SOIL PARAMETES AND RECOMMENDATIONS PROVIDED IN A REPORT ENTITLED " REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL EVALUATION, VAMC BUILDING 61 TO BUILDING 4 WALKWAY, TUSCALOOSA, ALABAMA, SEPTEMBER 13, 2019"

BY BUILDING & EARTH, 5545 DERBY DRIVE, BIRMINGHAM, ALABAMA, 35210.

2. SLABS-ON-GROUND AT NEW RAMP AND NEW MECHANICAL ROOMS SHALL BE REINFORCED WITH 6x6-W2.1xW2.1 WELDED

WIRE FIBRIC AND POLYPROPYLENE FIBERS AT 1.5LBS/CY.

D. CONCRETE (CAST-IN-PLACE)

1. ALL CONCRETE FOR BUILIDING STRUCTURE INCLUDING FOUNDATIONS AND SLABS ON GROUND SHALL BE NORMAL WEIGHT (W=145 PCF) WITH 4000PSI 28-DAY COMPRESSIVE STRENGTH (f'c).

E. REINFORCING STEEL

1. BARS FOR CAST IN PLACE CONCRETE - ASTM A 615, GRADE 60 KSI

2. WELDED WIRE FABRIC – ASTM A-1064, GRADE 75, FLAT SHEETS.

3. DETAILING OF REINFORCING MUST BE IN ACCORDANCE WITH ACI 318 AND ACI 315.

4. SECURE ALL REBARS IN CORRECT POSITION PRIOR TO PLACING CONCRETE. WELDED WIRE FABRIC MUST BE

SUPPORTED ON CHAIRS AND BARS. TOLERANCES FOR PLACEMENT OF REBARS MUST BE IN ACCORDANCE WITH ACI 301.

5. DOWEL NEW TURN-DOWN FOOTINGS TO EXISTING FOUNDATION WITH 4-#5 IN EPOXY ADHESIVE.

6. PROVIDE CORNER BARS IN ALL FOOTING CORNER INTERSECTIONS.

F. FUTURE EXPANSION

THIS STRUCTURE IS NOT DESIGNED TO SUPPORT ANY FUTURE EXPANSION.

C. FOUNDATION REPAIRS - HELICAL PIERS

1. DESIGN AND INSTALL A SERIES OF HELICAL PIERS, WITH TWO MINIMUM HELICES PER PIER, TO THE MINIMUM DEPTHS AS

DESIGNED AND TO PROVIDE A MINIMUM BEARING CAPACITY OF 12,000 LBS. AT EACH PIER.

2. THE DESIGNER MUST BE A LICENSED PROFESSIONAL ENGINEER WITH A MINIMUM OF FIVE YEARS OF EXPERIENCE IN THE DESIGN OF HELICAL PILE FOUNDATION REPAIR SOLUTIONS. THE HELICAL PILE INSTALLER MUST HAVE AT LEAST FIVE YEARS OF EXPERIENCE IN THE INSTALLATION OF HELICAL PILE FOUNDATION REPAIR SOLUTIONS. THE HELICAL PILE INSTALLER MUST BE TRAINED AND CERTIFIED BY THE MANUFACTURER OF THE HELICAL PILE SYSTEM TO BE USED. THE

HELICAL PILE INSTALLER SHALL NOT SUBCONTRACT ANY PART OF THE WORK.

3. SUBMIT, FOR APPROVAL BY THE ENGINEER OF RECORD (EOR), CALCULATIONS AND INSTALLATION DRAWINGS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER OF DEMONSTRATED COMPETENCE IN THE DESIGN OF HELICAL PIERS FOR FOUNDATION REPAIRS. THE HELICAL PIER DESIGN INDICATED HEREIN SHALL BE CONSIDERED PRELIMINARY AND SHALL BE REVISED AS NECESSARY BY THE PIER SUPPLIER / INSTALLER'S ENGINEER. PROVIDE MANUFACTURER'S LITERATURE AND ENGINEERING DATA FOR THE PROPOSED HELICAL PILE SYSTEM COMPONENTS. SUBMIT RECENT CALIBRATION REPORTS

FOR TORQUE INDICATORS.

4. PROVIDE A HELICAL PIER SYSTEM WITH ROUND PIPE OR SOLID SQUARE SHAFT WITH TWO HELICES PER SHAFT MINIMUM.

DESIGN FOR THE MINIMUM COMPRESSION FORCE OF 12,000 LBS. AT EACH PIER. INSTALL AND SET SUPPORT BRACKET TO HOLD EXISTING FOUNDATION WITHOUT VERTICAL MOVEMENT. OBSERVE THE BUILDING DURING JACKING AND CEASE FORCE INCREASE AS PIER BEGINS TO SUPPORT BUILDING LOAD. PRIOR TO BACKFILLING ANY EXCAVATIONS, VERIFY THAT COMPRESSION FORCES AT ALL HELICAL PILES ARE ADJUSTED TO CONTINUE TO SUPPORT FOUNDATION AFTER OLD SLAB

HAS BEEN REMOVED AND NEW SLAB IS IN PLACE.

5. INSTALL HELICAL PIERS ON EACH SIDE OF BUILDING AS INDICATED BEFORE EXISTING SLAB ON GROUND IS REMOVED. THIS MAY BE DONE IN SECTIONS WHERE PIERS ARE INSTALLED FOR ONE SECTION, SLAB IS REMOVED IN THAT SECTION THEN WORK PROGRESSES TO ANOTHER SECTION. CONTRACTOR MAY ESTABLISH THE SIZE OF WORKING SECTION TO SUIT

THEIR CONSTRUCTION METHODS.

6. FIELD VERIFY LOCATION OF NEW AND EXISTING BELOW GRADE UTILITIES. COORDINATE LOCATION OF NEW HELICAL

PIERS TO CLEAR ALL UTILITIES.

7. KEEP INSTALLATION RECORDS AS THE WORK PROGRESSES FOR INSPECTION BY THE EOR AND GENERAL CONTRACTOR.

SUBMIT FINAL RECORDS TO THE OWNER, EOR, AND GENERAL CONTRACTOR.

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

F o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−001

EKG ACH

8TUSCALOOSA, AL

GENERAL NOTES

ABBREVIATIONS

ABT. ABOUT

ABV. ABOVE

ACI AMERICAN CONRETE INSITUTE

ADD./ADD'L ADDITIONAL

ADD'L ADDITIONAL

A.F.F. ABOVE FINISH FLOOR

A.I.S.C. AMERICAN INSITUTE OF STEEL CONSTRUCTION

ALT. ALTERNATE, ALTERNATIVE

ARCH. ARCHITECT, ARCHITECTURAL

ASSY. ASSEMBLY

A.W.S. AMERICAN WELDING SOCIETY

B/, B.O., BOT. BOTTOM

BD. BOARD

B.F.F. BELOW FINISH FLOOR

BLDG. BUILDING

B.L.E. BRICK LEDGE ELEVATION

BRG. BEARING

BP BASEPLATE

BS BOTH SIDES

BTW. BETWEEN

CANT. CANTILEVER

C/C CENTER TO CENTER

C.F.S. COLD-FORMED STEEL

C.J. CONTRACTION JOINT

CONSTRUCTION JOINT

CONTROL JOINT

C.I.P. CAST-IN-PLACE

CL CENTER LINE

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.R. COLD-ROLLED STEEL

C.S. COLUMN STRIP

CTR. CENTER

CY CUBIC YARD

DBA DEFORMED BAR ANCHOR

DBL. DOUBLE

DEG. DEGREE

DEPR. DEPRESSION

DIA., Ø DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

D.L. DEAD LOAD

DN. DOWN

DWGS DRAWINGS

DWL DOWEL

EA. EACH

E.F. EACH FACE

E.G. FOR EXAMPLE

EIFS EXTERIOR INSULATED

FINISHED SYSTEM

E.J. EXPANSION JOINT

EL., ELEV. ELEVATION

EMB. EMBED

E.O.D. EDGE OF DECK

EQ. EQUAL

E.S. EACH SIDE

E.W. EACH WAY

(E), EX., EXIST. EXISTING

EXP. EXPANSION

f'c CONCRETE STRENGTH

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FLG. FLANGE

F.O., F/ FACE OF

FRMG. FRAMING

F.S. FOOTING STEP

FS FAR SIDE

FTG. FOOTING

FUT. FUTURE

F.V. FIELD VERIFY

Fy STEEL YIELD POINT

GA. GAUGE

GALV. GALVANIZED

G.B. GRADE BEAM

GRTG. GRATING

GYP. GYPSUM

HI HIGH

HORIZ. HORIZONTAL

H.P. HIGH POINT

H.R. HAND RAIL

H.S. HEADED STUD

H.S.B. HIGH STRENGTH BOLTS

HSS HOLLOW STRUCTURAL SECTION

HT., HGT. HEIGHT

INFO INFORMATION

I.J. ISOLATION JOINT

J.B.E. JOIST BEARING ELEVATION

JT. JOINT

K, KG KILOGRAM

KIP 1000 POUNDS

kN KILONEWTONS

KSI KIPS PER SQUARE INCH

L ANGLE

L. LONG

LB POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW

LONG LONGITUDINAL

L.P. LOW POINT

M METER

mm MILLIMETER

MAX. MAXIMUM

MAT'L MATERIAL

M.B. MACHINE BOLT

MECH. MECHANICAL

MFR., MANUF. MANUFACTURER

MIL 1/1000"

MIN. MINIMUM

MIRR. MIRROR

MISC MISCELLANEOUS

M.L. MASONRY LEDGE

M.L.E. MASONRY LEDGE ELEVATION

M.O. MASONRY OPENING

MPa MEGAPASCALS

MPH MILES PER HOUR

M.S. MIDDLE STRIP

(N) NEW

N/S NORTH/SOUTH

N NEWTON

N.O., # NUMBER

NOM. NOMINAL

NS NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTISDE DIAMETER

O.H. OPPOSITE HAND

OPP. OPPOSITE

OPNG. OPENING

OSL. OUTSTANDING LEG

OWJ PREFABRICATED OPEN

WEB JOIST

P.A.F. POWDER ACTUATED FASTENER

Pa PASCAL

PED. PEDESTAL

PERIM. PERIMETER

PL PLATE

PSI POUNDS PER SQUARE INCH

R, RAD. RADIUS

REINF. REINFORCE, REINFORCING,

REINFORCED, REINFORCEMENT

REM. REMAINDER

REQ'D REQUIRED

RET. RETAINING

REV. REVERSE, REVISION

SAD SEE ARCHITECTURAL DRAWINGS

SCHED. SCHEDULED

S.J.I. STEEL JOIST INSTITUTE

SIM. SIMILAR

S.M.D. SEE MECHANICAL DRAWINGS

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

S.O.G., SOG SLAB ON GRADE

SPEC. SPECIFICATION

S.S. STAINLESS STEEL

STD. STANDARD

STIFF. STIFFENER

STL. STEEL

STRUC. STRUCTURAL, STRUCTURE

SUD SUBSURFACE DRAIN

SYM. SYMMETRICAL

SYS. SYSTEM

T THICK

T&B TOP AND BOTTOM

THD THREADED (ROD)

T.O., T/ TOP OF

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.G. TOP OF GRATING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL/TOP OF SLAB

T.O.W. TOP OF WALL

T&S TEMPERATURE AND SHRINKAGE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

WDW WINDOW

WF WIDE FLANGE STRUCTURAL STEEL

W.J. WALL JOINT

WO/ WITHOUT

WP, W.P. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

SYMBOLS

CL CENTERLINE

± PLUS OR MINUS

@ AT

Ø DIAMETER

P PLATEL

PLAN VIEW

1/4"=1'-0"

A1 TYPICAL DETAIL

1"=1'-0" S-101

NOTE: ELEVATIONS ARE IN REFERENCE

TO FINISHED FIRST FLOOR ELEVATION

ESTABLISHED AS 0'-0". CONTRACTOR

SHALL FIELD VERIFY ACTUAL

ELEVATIONS PRIOR TO CONSTRUCTION.

- - - CAPILLARY WATER BARRIER

- - - CMU

- - - CONCRETE

- - - COMPACTED SOIL

- - - EXISTING / BRICK

- - - EXTERIOR WALL SHEATHING

- - - GROUT / SAND

- - - JOINT FILLER

- - - METAL GRATING

- - - RIGID INSULATION

- - - ELEVATION MARKER

- - - FINISH GRADE

- - - MATCH LINE

- - - FOOTING STEP

- - - STEEL MOMENT CONNECTION

- - - DECK SPAN DIRECTION

REFERENCE PLANE

ELEVATION

TITLE MARKS

DETAIL NUMBER DETAIL TITLE

DETAIL SCALE REFERRING

SHEET(S)

- - - STEEL

- - - FLOWABLE FILL

- - - UNDISTURBED SOIL

PLAN TITLE

PLAN

SCALE

ELEVATION MARK

PLAN TITLE MARK DETAIL TITLE MARK

T.O.S.

16'-0"

(x1001)

IN HOUSE

DETAIL #

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−002

EKG ACH

9TUSCALOOSA, AL

ABBREVIATIONS & LEGEND

PLAN LEGEND

BLOCK A

BLOCK B BLOCK C

BLOCK D

LEGEND:

NEW TURNDOWN SLAB ON GROUND

EXISTING SLAB ON GROUND TO REMAIN

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−101

EKG ACH

10TUSCALOOSA, AL

SLAB ON GROUND PLAN −

COMPOSITE

N N

W SW

NE S

1/8" = 1'-0"

SLAB ON GROUND PLAN - COMPOSITE

0 4' 8' 16'

SCALE: 1/8"=1'-0"

K A

K B

BUILDING NO. 61

D1 61-S-501

EXISTING TIE BEAM,

TYPICAL AT EACH BRICK

PILASTER

HELICAL PIERS, TYP.

CONTROL JOINT

AT EXIST. EXPANSION JT.,

TYPICAL

NEW 5" S.O.G.6' - 0"

J.C.J.

C.J.

EXISTING S.O.G. TO REMAIN

EXISTING F/ BRICK

C.J.

LEGEND:

NEW TURNDOWN SLAB ON GROUND

EXISTING SLAB ON GROUND TO REMAIN

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−102

EKG ACH

11TUSCALOOSA, AL

SLAB ON GROUND PLAN − BLOCK A

0 2' 4' 8'

SCALE: 1/4"=1'-0"

N N

W SW

NE S

1/4" = 1'-0"

SLAB ON GROUND PLAN - BLOCK A

1. NEW S.O.G. SLOPES BETWEEN BLDG. 61 & BLDG. 4. SEE ARCHITECTURAL FOR TOP OF SLAB ELEVATIONS.

K B

K C

K D

5" S

.O .G

- 0

D1 61-S-501

EXISTING TIE BEAM,

TYPICAL AT EACH

BRICK PILASTER

5" SLAB ON GROUND

w/ 30" DEEP TURNDOWN

HELICAL PIERS, TYP.

CONTROL JOINT

AT EXIST. EXPANSION JT.,

TYPICAL

C.J.

NEW TURN SLAB ON GROUND

D3 61-S-501

12' - 0"

- 1

1/ 4"

13' - 3"

EXISTING S.O.G. TO REMAIN

EXISTING F/ BRICK

F1 61-S-501

NOTE 2

1' - 7 1/2" 10' - 0"

1' - 7 1/2"

- 9

NOTE 2

K A

K B

K C

D1 61-S-501

EXISTING TIE BEAM,

TYPICAL AT EACH

BRICK PILASTER

5" SLAB ON GROUND

w/ 30" DEEP TURNDOWN

HELICAL PIERS, TYP.

CONTROL JOINT

AT EXIST. EXPANSION JT.,

TYPICAL

5 " S

.O .G

- 0

C.J.

NEW TURN-DOWN SLAB ON GROUND

D3 61-S-501

12' - 0"

- 1

1/ 4"

13' - 3"

EXISTING S.O.G. TO REMAIN

EXISTING F/ BRICK

F1 61-S-501

1' - 7 1/2" 10' - 0" 1' - 7 1/2"

NOTE 2

- 9

NOTE 2

LEGEND:

NEW TURNDOWN SLAB ON GROUND

EXISTING SLAB ON GROUND TO REMAIN

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−103

EKG ACH

12TUSCALOOSA, AL

SLAB ON GROUND PLAN − BLOCK B

& C

N N

W SW

NE S

1/4" = 1'-0"

SLAB ON GROUND PLAN - BLOCK C

0 2' 4' 8'

SCALE: 1/4"=1'-0"

N N

W SW

NE S

1/4" = 1'-0"

SLAB ON GROUND PLAN - BLOCK B

1. NEW S.O.G. SLOPES BETWEEN BLDG. 61 & BLDG. 4. SEE ARCHITECTURAL FOR TOP OF SLAB ELEVATIONS.

2. NEW EXTERIOR WALL CONSTRUCTION REQUIRES A WIDER TURNED DOWN FOOTING. REMOVE EXISTING SLAB AND TURN DOWNED FOOTING TO FACE OF BRICK EACH SIDE. PROVIDE NEW WIDER TURNED DOWN FOOTING AS INDICTATED. CONNECT NEW TURNED DOWN FOOTING TO REMAINING FOOTING AT BRICK WITH

4-#4 X 2’6” EACH END. EMBED #4’S 6” IN TO EXISTING FOOTING IN EPOXY ADHESIVE.

K C

K D

NEW 5" S.O.G.6' - 0"

D1 61-S-501

EXISTING TIE BEAM,

TYPICAL AT EACH

BRICK PILASTER

HELICAL PIERS, TYP.

C.J

C.J.

EXISTING S.O.G. TO REMAIN

EXISTING F/ BRICK

BUILDING NO. 4

LEGEND:

NEW TURNDOWN SLAB ON GROUND

EXISTING SLAB ON GROUND TO REMAIN

No. 16101

PROFESSIONAL

T K

U M

H G

REINE

MA A

LICENSED

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer

Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\h o o k s a

\D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−104

EKG ACH

13TUSCALOOSA, AL

SLAB ON GROUND PLAN − BLOCK D

N N

W SW

NE S

1/4" = 1'-0"

SLAB ON GROUND PLAN - BLOCK D

0 2' 4' 8'

SCALE: 1/4"=1'-0"

1. NEW S.O.G. SLOPES BETWEEN BLDG. 61 & BLDG. 4. SEE ARCHITECTURAL FOR TOP OF SLAB ELEVATIONS.

BLOCK A

BLOCK B BLOCK C

BLOCK D

No. 50859

PROFESSIONAL

Y A

O T E

REINE

MA A

LICENSED

03/19/26

O T

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\a d a m

.h o o k s \D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−111

LWM ACH

14TUSCALOOSA, AL

ROOF FRAMING PLAN − COMPOSITE

N N

W SW

NE S

1/8" = 1'-0"

ROOF FRAMING PLAN - COMPOSITE

0 4' 8' 16'

SCALE: 1/8"=1'-0"

(E)W 8X10

(E )W

6X 8.5

K A

K B

COLD FORMED STEEL

ROOF TRUSSES @ 24" O.C., TYPICAL

RIDGE

D1 61-S-511

SLOPE

11:12

SLOPE

11:12 1' - 2 1/2"

END OF TRUSSES,

TYPICAL

D6 61-S-511

WALL BELOW,

TYPICAL

D6 61-S-511

No. 50859

PROFESSIONAL

Y A

O T E

REINE

MA A

LICENSED

03/19/26

O T

BARRY DAVIS, PRINCIPAL

334.263-6481 www.ssainc.com

3047 CARTER HILL ROAD

MONTGOMERY, ALABAMA 36111

SHERLOCK, SMITH, & ADAMS

RICH KNIGHTON, ARCHITECTURAL DESIGNER

NICK AUGUST, ARCHITECT

1 2 3 4 5 6 7 8 9

F E

D C

B C

D E

Approved: Chief Engineer

Drawing Title ofDwg.

Location

DrawnCheckedBuilding Number

Project Title

DRAWING NO.

Project No.

Date

679−19−101

CORRECT CRITICAL ACCESS

AND ADA DEFICIENCIES

BUILDING 61

PROJECT TEAM CONSULTANTS

08 FEB 20

D e p a rt m e n t o f

V e te ra n s A ff a ir sRevisions Date Architect/Engineer Seal

LEE BARNES, ELECTRICAL, SS&A

TROY PERSAUD, MECHANICAL, SS&A

KEITH GUM, STRUCTURAL, SS&A

BRAD STILES, INDUSTRIAL HYGEINIST, SELC

STEPHEN TAMBURELLO, FIRE PROTECTION, TELGIAN

205.836-6300 www.BuildingAndEarth.com

5545 DERBY DRIVE

BIRMINGHAM, ALABAMA 35210-5414

BUILDING AND EARTH SCIENCES

205.403-9158 www.edgalabama.com

120 BISHOP CIRCLE, SUITE 300

PELHAM, ALABAMA 35124

ENGINEERING DESIGN GROUP, LLC

205.823-6200 www.SELCINC.com

989 YEAGER PARKWAY

PELHAM, ALABAMA 35124

SELC, INC.

480.878-5669 www.telgian.com

900 CIRCLE 75 PARKWAY SE, SUITE 680

ATLANTA, GEORGIA 30339

TELGIAN ENGINEERING & CONSULTING

M C

U s e rs

\a d a m

.h o o k s \D o c u m e n ts

-S a d a m

.h o o k s s s a in c .c o m

.r v t

61−S−112

LWM ACH

15TUSCALOOSA, AL

ROOF FRAMING PLAN − BLOCK A

N N

W SW

NE S

1/4" = 1'-0"

ROOF FRAMING PLAN - BLOCK A

0 2' 4' 8'

(E)W8X10

(E)W8X10(E)W8X10

(E)W8X10

K B

K C

K D

COLD FORMED STEEL

ROOF TRUSSES @ 24" O.C., TYPICAL

RIDGE

END OF TRUSSES,

TYPICAL

D1 61-S-511

VALLEY

BUILD-OVER FRAMING

VALLEY

LADDER FRAMING

ON SLOPE

D6 61-S-511

:12

SLOPE

8:12

SLOPE

8:12

SLOPE

8:12

SLOPE

8:12

- 2

1/ 2"

WALL BELOW,

TYPICAL

F1 61-S-511

- 4

1' - 2 1/2"

- 2

1/ 2"

END OF TRUSS/FRAMING,

TYP.

(E)W8…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 8, 2026.