ATTACHMENT 6 Seed Project 549-22-231 Drawings.pdf

VETERANS DRIVE

VETERANS DRIVE

DRIVE

AR

BO

R

AN

N

ANN ARBOR

ENTRANCE

EASTER AVE.

AN

N

A R

BO

R

D R

IV

E

GLADEW

ATER

SOFTBALL &

RECREATION

AREA

SCI

ENTRANCE

SPINAL CORD

INJURY CENTER EAST

ENTRANCE74

RADIATION

ONCOLOGY

BUILDING

CLINICAL ADDITION

SOUTH

ENTRANCE

MAIN

ENTRANCE

MAIN

MEDICAL CENTER

ENTRANCE

SOUTH

ENTRANCE

LANCASTER ROADLANCASTER ROAD

TRANSITIONAL

CARE UNIT

STAFF

GARAGE

(BELOW)

PROJECT SITE:

HR MENTAL HEALTH

RENOVATION

DALLAS VA MEDICAL CENTER

CLINICAL ADDITION

SOUTH

ENTRANCE

MAIN

ENTRANCE

MAIN

MEDICAL CENTER

ENTRANCE

SOUTH

ENTRANCE

LANCASTER ROADLANCASTER ROAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023

TITLE SHEET

CR HK

G-001

100% CONSTRUCTION DOCUMENTS 04/20/2023

BID SET 08/11/2023

SHEET INDEX

ELECTRICAL

DWG. NO. SHEET TITLE

GENERAL

TITLE SHEETG-001

PLUMBING

DWG. NO. SHEET TITLE

ARCHITECTURAL

ARCHITECTURAL FLOOR PLAN - DEMOLITION AD-101

ARCHITECTURAL FLOOR PLAN - NEWA-101

MECHANICAL

ARCHITECTURAL FLOOR PLAN - DIMENSIONSA-102

ARCHITECTURAL REFLECTED CEILING PLANA-111

ARCHITECTURAL ROOF PLANA-120

GENERAL NOTES

SYMBOL AND ABBREVIATION LISTS ARE COMPOSITE. ALL SYMBOLS AND ABBREVIATIONS MIGHT NOT BE USED ON THIS PROJECT.

MAINTAIN CLEAR ACCESS TO SERVICE EQUIPMENT AND OTHER ACCESSORIES REQUIRING SERVICE, VISUAL INSPECTION OR HAND OPERATION. WHERE INDICATED OR REQUIRED, PROVIDE ACCESS PANELS OF THE TYPE SELECTED TO SUIT MATERIALS IN WHICH

INSTALLED.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST APPLICABLE CODES AND REGULATIONS PER ALL FEDERAL AND STATE

REGULATIONS.

THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED TO ESTABLISH LOCATION OF WORK. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MAKE ADJUSTMENTS TO DIMENSIONS AS NECESSARY TO COMPLETE THE WORK.

CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS AND CIRCUMSTANCES UNDER WHICH THE WORK SHALL BE PERFORMED. NO ALLOWANCES WILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT.

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE IMPORTANCE OF PROPER SCHEDULING AND PHASING OF THE WORK SO AS TO CAUSE MINIMUM DISTURBANCE TO THE ACTIVITIES IN THE OTHER AREAS OF THE BUILDING WHICH REMAIN OCCUPIED. THE

CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED BY THE GOVERNMENT.

CONTRACTOR SHALL PERFORM WORK ONLY AFTER THE GATHERING OF EXACT FIELD DIMENSIONS OF THE BUILDING STRUCTURE AND

CEILINGS, ETC. WHICH MAY AFFECT THE INSTALLATION OF THE NEW SYSTEMS.

THE CONTRACTOR SHALL FULLY COORDINATE ALL WORK WITH OTHER TRADES TO ASSURE ALL WORK CAN BE PROPERLY INSTALLED

WITHOUT INTERFERENCE OR DELAY.

CLEAN UP ALL WASTE AND DEBRIS AT THE END OF EACH WORKING DAY AND AT THE COMPLETION OF THE JOB.

ALL SPECIFIED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

PROVIDE ONE YEAR WARRANTY FOR ALL WORKMANSHIP AND MATERIALS AFTER THE DATE OF FINAL ACCEPTANCE.

PRIOR TO STARTING WORK, SUBMIT SHOP DRAWINGS FOR ALL MECHANICAL EQUIPMENT & DUCTWORK PER SPECIFICATIONS.

CONTRACTOR SHALL FURNISH AND INSTALL DUCT AND PIPE SUPPORTS AND BRACING PER SMACNA REQUIREMENTS.

ANY EQUIPMENT OR PIPING INSTALLED MORE THAN 1 FT FROM THE LOCATION SHOWN ON THE DRAWINGS SHALL BE CLEARLY DOCUMENTED IN THE FIELD. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO CLEARLY SHOW THE LOCATION OF THE EQUIPMENT BEFORE COMPLETION OF THE PROJECT. ALL EXPENSE RELATING TO VERIFY THE AS-BUILT DRAWINGS BY THE CLIENT OR ITS REPRESENTATIVE(S) DUE TO INACCURATE OR INCOMPLETE RECORDS SHALL BE BORN BY THE CONTRACTOR.

ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING

LATEST IBC AND ASCE 7-05 CHAPTER 13.

ALL PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA GUIDELINES AND IMC.

EQUIPMENT SPECIFIED ON THESE DRAWINGS ARE BASIS OF DESIGN ITEMS. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL ADDITIONAL DESIGN AND CONSTRUCTION COSTS INCURRED BY THE USE OF ANY PRODUCT OTHER THAN THE BASIS OF DESIGN.

MEDICAL CENTER, DALLAS, TX

DEPARTMENT OF VETERANS AFFAIRS

V.A. HOSPITAL DALLAS, TX

VA PROJECT #549-22-231

HR MENTAL HEALTH BUILDING RENOVATION

1.

2.

3.

4.

5.

6.

7.

15.

10.

11.

12.

13.

14.

9.

16.

17.

8.

SITE PLAN

A-401

PROJECT SCOPE

ARCHITECTURAL INTERIOR ELEVATIONS, PLUMBING FIXTURE LEGEND

BUILDING CODE ANALYSIS

A-501 ARCHITECTURAL DOOR SCHEDULE

ARCHITECTURAL FLOOR PLAN - INTERIOR FINISHESA-103

STRUCTURAL

STRUCTURAL GENERAL NOTESS-001

S-200 S-201

STRUCTURAL FOUNDATION PLAN

STRUCTURAL ROOF FRAMING PLAN

MECHANICAL FRONT SHEETM-0.1

MECHANICAL SCHEDULEM-0.2

MECHANICAL DEMOLITION PLANM-1.0

MECHANICAL NEW PLANM-2.0

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL ROOF DEMOLITION PLANM-1.1

MECHANICAL ROOF NEW PLANM-2.1

M-4.0 M-4.1

PLUMBING FRONT SHEET

PLUMBING DOMESTIC WATER FLOOR PLAN

PLUMBING ROOF PLAN

PLUMBING DETAILS

PLUMBING DEMOLITION FLOOR PLAN

PLUMBING WASTE & VENT FLOOR PLAN

PLUMBING SCHEDULES

P-001

PD-101

P-101 P-102 P-120 P-400 P-501

TOPOGRAPHIC SURVEY - FOR REFERENCE ONLYA-001

ARCHITECTURAL BUILDING SECTIONS & ELEVATIONSA-201

S-101 STRUCTURAL TYPICAL DETAILS

S-301 SECTION AND DETAILS

MECHANICAL DETAILS

MECHANICAL CONTROL DIAGRAM

M-4.2 M-5.0

ELECTRICAL FRONT SHEETE-0.1

E-0.2 ELECTRICAL SYMBOL LEGEND

ED-1.0 ELECTRICAL DEMOLITION PLAN- LIGHTING

ELECTRICAL DEMOLITION PLAN- POWER & SIGNAL

ELECTRICAL SIGNAL PLAN

ELECTRICAL DEMOLITION PLAN- FIRE ALARM & SIGNAL

ED-1.1

ED-1.2

ELECTRICAL POWER PLANEP-2.0

EP-2.1

ES-3.1

ELECTRICAL HVAC PLAN

E-0.3 ELECTRICAL SINGLE LINE DIAGRAM

E-0.4 ELECTRICAL LIGHTING FIXTURE SCHEDULE

EL-1.0 ELECTRICAL LIGHTING PLAN

ELECTRICAL PHOTOMETRIC CALCULATION NORMAL PLAN

ELECTRICAL PHOTOMETRIC CALCULATION EGRESS PLAN

EL-4.1

EL-4.2

ELECTRICAL DETAILS SHEETE-5.0

E-0.5 ELECTRICAL PANEL SCHEDULES

ARCHITECT/ENGINEER OF RECORD

NORTH

FLOOR PLAN - DEMOLITION

F1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

OFFICE

A115

OFFICE

A114

OFFICE

A113

OFFICE

A116BREAK RM

A112

OFFICE

A111

OFFICE

A110

WOMEN

A118

OFFICE

A107

OFFICE

A106

OFFICE

A105

OFFICE

A104

OFFICE

A103

OFFICE

A102

OFFICE

A126

OFFICE

A127

RECEPTION

A128

WAITING

A100

ENG. CLO.

A129

MEN

A122

OFFICE

A123

OFFICE

A120

ENG. CLO.

A119

OFFICE

A121

OFFICE

D104

OFFICE

D105

OFFICE

D107

OFFICE

D108

JANITOR

D106

71A 71B 71C

71D

(DAV)

(TVC)(HOTDESKING)(MH)

(METHADONE - N.I.C.)

(DENTAL - N.I.C.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL FLOOR PLAN

DEMOLITION

HK

AD-101

100% CONSTRUCTION DOCUMENTS 04/20/2023

EXISTING WALL

EXISTING WALL TO BE REMOVED

LEGEND

1. REMOVE EXISTING CEILING WHERE NEW CEILING IS SHOWN,

SEE REFLECTED CEILING PLAN 71-A111.

2. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

EXCAVATION, DEMOLITION, AND/OR RELOCATION. PROTECT

ALL UTILITIES AS REQUIRED.

GENERAL NOTES:

KEY NOTES:

REMOVE EXISTING STAIR & PAVING FOR NEW RAMP.1

REMOVE EXISTING PLANTER FOR NEW RAMP.2

REMOVE EXISTING LAWN & PAVING FOR NEW RAMP & STAIR.3

REMOVE EXISTING STEPS FOR NEW STAIR.4

REMOVE EXISTING EQUIPMENT PAD.5

EXISTING PAVING TO REMAIN.6

REMOVE EXISTING STAIR FOR NEW STAIR.7

OFFICE

A101 2

REMOVE EXISTING PAVING.8

CORRIDOR

A125

REMOVE EXISTING PLANTER. RE-GRADE AREA TO LOWER

FINISH GRADE TO 6" BELOW BUILDING FINISH FLOOR.9

RELOCATE EXISTING AREA DRAIN OUT OF THE WAY FOR

NEW RAMP. REROUTE UNDERGROUND PIPES AS REQUIRED.10

RELOCATE EXISTING ELECTRICAL BOX OUT OF THE WAY FOR

NEW RAMP. REROUTE UNDERGROUND CONDUITS AS

REQUIRED.

BID DOCUMENTS 08/11/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

TOPOGRAPHIC SURVEY FOR

REFERENCE ONLY - DATED 5/24/2012

HK

A-001

100% CONSTRUCTION DOCUMENTS 04/20/2023

NOTE:

DRAWING NOT TO SCALE,

USE GRAPHIC SCALE

FLOOR PLAN - NEW

F1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

OFFICE

A115

OFFICE

A114

OFFICE

A113

OFFICE

A116BREAK RM

A112

OFFICE

A111

OFFICE

A110

GROUP RM

A117

WOMEN

A118

OFFICE

A107

OFFICE

A106

OFFICE

A105

OFFICE

A104

OFFICE

A103

OFFICE

A102

OFFICE

A126

OFFICE

A127

RECEPTION

A128

WAITING

A100

ENG. CLO.

A129

MEN

A122

OFFICE

A123

OFFICE

A120

ENG. CLO.

A119

OFFICE

A121

OFFICE

B101

OPEN OFFICE

B100

OFFICE

C204

RECEPTION

C202

STORAGE

C206

OFFICE

C208

OFFICE

C209

WAITING

C200

ENG. CLO.

C213

OFFICE

D104

OFFICE

D105

OFFICE

D107

OFFICE

D108JANITOR

D106

WAITING

D100

OFFICE

B102

OFFICE

B103

71A 71B 71C

71D

RECEPTION

D102

(DAV)

(TVC)(HOTDESKING)(MH)

RAMP

(METHADONE - N.I.C.)

JANITOR

A124

STO.

D101

MEN

C212

OFFICE

C210

OFFICE

C203

ENG. CLO.

C205

OFFICE

C207

WOMEN

C211

MEN

D109

WOMEN

D110

M.H.

M.H.

CORRIDOR

C201

CORRIDOR

D103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL FLOOR PLAN

NEW

HK

A-101

B2 A401

B1 A401

OFFICE

A101

OFFICE

A109

OFFICE

A108

(DENTAL - N.I.C.)

EXISTING WALL

NEW WALL,

SEE D1/A401 - PARTITION TYPE-2

LEGEND

100% CONSTRUCTION DOCUMENTS 04/20/2023

CORRIDOR

A125

EXISTING DOOR

NEW DOOR

EXIST EXIST

EXIST EXISTING INTERIOR WINDOW

N

NEW INTERIOR WINDOW

SEE A401 FOR ELEVATIONS

1. SEE 71-A102 FOR DIMENSIONS.

2. VERIFY EXACT LENGTH OF RAMP IN FIELD BASED ON GROUND

ELEVATIONS. SEE 71-A-001 FOR TOPOGRAPHIC SURVEY.

3. CONSTRUCTION PHASING:

3.1. PHASE 1: EXISTING TENANTS TO VACATE 71-A & 71-B.

COMPLETE CONSTRUCTION IN 71-A & 71-B. MOVE 71-C &

71-D TENANTS INTO 71-A & 71-B.

3.2. PHASE 2: COMPLETE CONSTRUCTION IN 71-C & 71-D.

MOVE NEW TENANTS INTO 71-C & 71-D.

GENERAL NOTES:

KEY NOTES:

EXISTING CERAMIC TILE FINISH TO REMAIN.1

NEW RAMP. COORDINATE RAMP PLACEMENT WITH

EXISTING MANHOLE LOCATION AT NORTH SIDE OF

BUILDING.

NEW EQUIPMENT PAD. COORDINATE PLACEMENT WITH

EXISTING MANHOLE. SEE MECH.3

RELOCATE EXISTING AREA DRAIN. COORDINATE WITH NEW

EQUIPMENT PAD LOCATION. SEE PLUMB.4

EXISTING AREA DRAIN TO REMAIN.5

EXISTING MANHOLE. VERIFY EXACT LOCATION.6

M.H.

NEW STAIR.7

EXISTING LAWN.8

8 TYP.

NEW AREA DRAIN. CONNECT TO EXISTING PIPES. SEE

PLUMB.9

NEW CONCRETE PAVING.10

EXISTING CONCRETE PAVING TO REMAIN.11

12 NEW EQUIPMENT PAD. SEE MECH.

B1 A201

B1 A201

A1 A210

A1 A201

C1 A201

D1 A201

D2 A201

1:12UP

UP

R

AM

P

1:

R

AM

P 1:

R

AM

P

1:

UP

UP

UP

UP

AFTER REMOVING EXISTING PLANTER, RE-GRADE AREA TO

LOWER FINISH GRADE TO 6" BELOW BUILDING FINISH FLOOR.13

C1/A401

C2 /A

N N

N

N

EXTEND EXISTING WALL 9" ABOVE SUSPENDED CEILING.

SEE DETAIL D2/A401.14

NEW WOOD WAINSCOT RAIL TO MATCH EXISTING ON

OPPOSITE CORRIDOR WALL.15

C3/A401

RAMP 1:12

UP

UP

RAMP 1:12

M.H.

M.H.

EXISTING UNDERGROUND RE-ENFORCED CONCRETE PIPE.

FIELD VERIFY EXACT LOCATION AND DEPTH PRIOR TO

CONSTRUCTION.

RELOCATE EXISTING AREA DRAIN OUT OF THE WAY FOR

NEW RAMP. REROUTE UNDERGROUND PIPES AS REQUIRED.

SEE PLUMB.

RELOCATE EXISTING ELECTRICAL BOX OUT OF THE WAY FOR

NEW RAMP. REROUTE UNDERGROUND CONDUITS AS

REQUIRED.

EXISTING AREA DRAIN TO REMAIN.19

UP

FLOOR PLAN - DIMENSIONS

F1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

OFFICE

D104

OFFICE

D105

OFFICE

D107

OFFICE

D108

JANITOR

D106

WAITING

D100

71A 71B 71C

71D

RECEPTION

D102

(DAV)

(TVC)(HOTDESKING)(MH)

R

AM

P 1:

STO.

D101

MEN

D109

WOMEN

D110

M.H.

CORRIDOR

D103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL FLOOR PLAN

DIMENSIONS

HK

A-102

8'-6"

10'-5"

4'-6" 8'-0"

EQ. EQ. EQ.

'-5

1 2"

'-1 1"

'-1

1"

'-1 1 2"

8' -4

1 4" 8'

-4 1 4"

8' -4

1 4" 7'

-1 1"

9'-9

4" 7'-1" 11'-8

4"

1' -6

1' -6

1'-0"

5' -0

1'-0"

'-0

5'

-0

'-0

4'-4"

5'-0" 14'-1" 5'-4" 4'-0" 4'

-4

(METHADONE - N.I.C.)

(DENTAL - N.I.C.)

EQ

EQ

7' -1

1"

1' -0

'-6

100% CONSTRUCTION DOCUMENTS 04/20/2023

OFFICE

A115

OFFICE

A114

OFFICE

A113

OFFICE

A116BREAK RM

A112

OFFICE

A111

OFFICE

A110

GROUP RM

A117 WOMEN

A118

OFFICE

A109

OFFICE

A108

OFFICE

A107

OFFICE

A106

OFFICE

A105

OFFICE

A104

OFFICE

A103

OFFICE

A102

OFFICE

A101

OFFICE

A126

OFFICE

A127

RECEPTION

A128

WAITING

A100

ENG. CLO.

A129

MEN

A122

OFFICE

A123

OFFICE

A120

ENG. CLO.

A119

OFFICE

A121

OFFICE

B101

OPEN OFFICE

B100

OFFICE

B102

OFFICE

B103

OFFICE

C204

RECEPTION

C202

STORAGE

C206

OFFICE

C208

OFFICE

C209

ENG. CLO.

C213

MEN

C212

OFFICE

C210

OFFICE

C203

ENG. CLO.

C205

OFFICE

C207

WOMEN

C211

WAITING

C200

'-0

5'

-6

ALIGN

ALIGN

ALIGN

M.H.

5' -0

5' -0

8"

4'-4

8"

RAMP 1:12

UP

R

AM

P 1:

UP

UP

UP

UP

3T

4R

7"

3' -0

1'

-0

2T

3R

7"

2' -0

1' -0

1' -0

1'

-0

1'-0"

1' -0

1. VERIFY EXACT LENGTH OF RAMP IN FIELD BASED ON GROUND

ELEVATIONS. SEE 71-A-001 FOR TOPOGRAPHIC SURVEY.

GENERAL NOTES:

4'-0"

'-1

0"

6'-0"

1' -0

1'-0"

M.H.

UP

R

AM

P

1:

UP

RAMP 1:12

UP

UP

RAMP 1:12

M.H.

M.H.

7' -0

1 4" 7'

-0 1 4"

4' -9

'-6

5'

-0

3' -0

6'

-3 1 4"

5' -0

1'

-0

'-8

5'-4" 15'-0" 1'-0"

5' -4

5'

-4

5'-4"

1' -0

5T

6R

7"

FLOOR PLAN - INTERIOR FINISHES

F1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

OFFICEOFFICEOFFICE OFFICE

BREAK RM

OFFICE

OFFICE

GROUP RM

WOMEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE OFFICE

RECEPTION

WAITING ENG. CLO.

MEN

OFFICE

OFFICE

ENG. CLO.

OFFICE

OFFICE

OPEN OFFICE

OFFICE

RECEPTION

STORAGE

OFFICE

OFFICE

WAITING

ENG. CLO.

OFFICE OFFICE OFFICE OFFICEJANITOR

WAITING

OFFICE OFFICE

RECEPTION

RAMP

RAMP

(METHADONE - N.I.C.)

JANITOR

STO.

MEN

OFFICE

OFFICE

ENG. CLO. OFFICE

WOMEN

MEN

WOMEN

CORRIDOR

CORRIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

CORRIDOR

C

D

E

F

KEY NOTES:

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL FLOOR PLAN

INTERIOR FINISHES

HK

A-103

OFFICE

CARPET

VINYL SHEET FLOOR

MOSAIC CERAMIC TILE,

NON-SLIP

OFFICE

SEALED CONCRETE

OFFICE

(DENTAL - N.I.C.)

CPT-01

VSF-01

LEGEND

100% CONSTRUCTION DOCUMENTS 04/20/2023

CONC-01

EXISTING CERAMIC TILE FINISH TO REMAIN.

CT-01

VSF-01

VSF-01

VSF-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CONC-01

(DENTAL - N.I.C.)

CPT-01

CPT-01

CPT-01 CPT-01 CPT-01 CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

VSF-01

VSF-01

VSF-01

VSF-01

CPT-01

CPT-01

CONC-01

CT-01

CT-01

CONC-01

CPT-01

CPT-01

CPT-01

CPT-01

CPT-01

VSF-01

CPT-01

VSF-01

VSF-01

CPT-01

CPT-01

CONC-01

CPT-01

CPT-01

VSF-01

VSF-01

VSF-01

VSF-01

VSF-01CPT-01 CPT-01 CPT-01

CT-01

CT-01

NOTE: PATTERNS ARE FOR GRAPHICAL REPRESENTATION, NOT ACTUAL FLOOR PATTERN.

71A 71B 71C

71D

(DAV)

(TVC)(HOTDESKING)(MH)

M.H.

M.H.

UP

R

AM

P

1:

RAMP 1:12

UP

UP

RAMP 1:12

M.H.

M.H.

UP

REFLECTED CEILING PLAN

F1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL

REFLECTED CEILING PLAN

HK

A-111

2 X 4 LED LIGHT FIXTURE

1 X 4 LED LIGHT FIXTURE

RECESSED LED LIGHT FIXTURE

EXIT LIGHT

8'-6"

CEILING HEIGHT A.F.F.

(8'-6" U.N.O. TYPICAL)

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

SUSPENDED GYPSUM

BOARD CEILING

2 X 2 LAY-IN CEILING

NEW

LEGEND

4'-0" LED WALL MOUNT

PATIENT BED FIXTURE

6" X 2'-0" RECESSED INDIRECT

LIGHT FIXTURE

2 X 2 LAY-IN CEILING

EXISTING

100% CONSTRUCTION DOCUMENTS 04/20/2023

1. REMOVE EXISTING CEILING WHERE NEW CEILING IS SHOWN.

2. MAINTAIN ORIGINAL UPPER GYPSUM BOARD CEILING. PATCH

AND REPAIR OPENINGS.

3. 2 x 2 LAY-IN CEILING TILES TO BE 3" FIBERGLASS INSULATED

TILES.

4. PROVIDE 3'x5' CEILING ACCESS DOOR FOR NEW ATTIC SPACE

UNDER NEW ROOF AT BUILDING 71-B HOTDESKING.

GENERAL NOTES:

(METHADONE - N.I.C.)

(DENTAL - N.I.C.)

71A 71B 71C

71D

(DAV)

(TVC)(HOTDESKING)(MH)

ROOF PLAN

A1

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

6 5 4 3 2 1

A

B

C

D

E

C

A

D

E

B

6 5 4 3 2 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2022 CR

ARCHITECTURAL ROOF PLAN

HK

A-120

EXISTING SLOPED ROOF.1

2TYP.

RAISE NEW ROOF RIDGE TO MATCH EXISTING ROOF RIDGE.

NOT USED.

1 TYP.1

NEW SLOPED ROOF - ASPHALT SHINGLES TO MATCH

EXISTING.

100% CONSTRUCTION DOCUMENTS 04/20/2023

5 NEW FLAT ROOF.

B1 A201

B1 A201

A1 A201

A1 A201

C1 A201

6 REMOVE EXISTING SLOPED ROOF.

REMOVE EXISTING SKYLIGHTS, TOTAL 15. RETURN ALL

SKYLIGHTS TO VA.

SL

O

PE

: M

IN

.1

/4 " P

ER

F

O O

T

SL

O

PE

: M

IN

.1

/4 " P

ER

F

O O

T

D1 A201

KEY NOTES:

D2 A201

TYP.

TYP.

1. COORDINATE ALL ROOF ACCESSORIES WITH MEP. SEE MEP

DRAWINGS.

2. REPAIR ALL ROOF OPENINGS TO WATERTIGHT CONDITION

WHERE SKYLIGHTS AND EQUIPMENT HAVE BEEN REMOVED.

3. REPAIR ALL INTERIOR CEILING OPENINGS WHERE SKYLIGHTS

HAVE BEEN REMOVED. MATCH EXISTING FINISH.

GENERAL NOTES:

BUILDING SECTION

A1

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR

ARCHITECTURAL BUILDING SECTIONS

& ELEVATIONS

HK

A-201

KEY NOTES:

EXISTING ROOF.1

REMOVE EXISTING FLAT ROOF TRUSS.

4 NEW ROOF FRAMING. SEE STR.

100% CONSTRUCTION DOCUMENTS 04/20/2023

6 5 4 3 2 1

SOUTH ELEVATION

C1

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

6 5 4 3 2 1

E D C B A

BUILDING SECTION

B1

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

3 24

NEW FLAT ROOF WITH INSULATION. SEE STR.

45 43

NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING.

EXTEND EXISTING FRAMING TO UNDER THE NEW ROOF.

SEE STR.

EXTEND BRICK FASCIA TO UNDER SIDE OF NEW ROOF.

MATCH EXISTING.

EXTEND EXISTING FRAMING TO UNDER THE NEW ROOF.

SEE STR.

NEW ATTIC VENT GRILL. MATCH EXISTING.

14 37 41 4 3

SUSPENDED ACOUSTICAL T-BAR CEILING.

EAST ELEVATION

D1

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

E D C B A

1 2

NORTH ELEVATION

D2

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

3' -0

3' -6

3' -0

3' -0

3' -6

11 NEW CONCRETE EQUIPMENT PAD. SEE STR.

11 11

11 11

12 NEW CONCRETE STAIR WITH METAL RAILING. SEE STR.

13 NEW CONCRETE RAMP WITH METAL RAILING. SEE STR.

13 12

13 12 13 13

3' -6

TY

P.

TY

P.

TY

P.

TY

P. TY

P.

TY

P.

3' -6

TY

P.

3' -0

TY

P.

3' -0

3' -0

TY

P.

A2

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

RESTROOMS - C211 & C212

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEATH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR HK

A-401

ARCHITECTURAL ENLARGED

FLOOR PLANS, INTERIOR ELEVATIONS,

& WALL DETAILS

D

MEN

D109

WOMEN

D110

WOMEN

C111

MEN

C112

1' -6

1' -6

"1' -6

4'

-6

1' -6

A1

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

RESTROOMS - D109 & D110

A4 -A A3

-A A3

-C

KEY NOTES:

CERAMIC TILE, TYP.1

C

E

A4

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

INTERIOR ELEVATIONS

RESTROOMS - C211 & C212

PLUMBING FIXTURE AND

ACCESSORIES MOUNTING

HEIGHTS LEGEND *

NOTE DESCRIPTION

WATER CLOSETS

(MEASURED FROM FLOOR

TO TOP OF SEAT)

34" MAX.

19" MIN.

17"-19"

33"-36"

48" MAX.

38" - LAV

LAVATORIES & SINKS

(MEASURED FROM FLOOR

TO TOP OF RIM)

GRAB BARS

(MEASURED FROM FLOOR

TO CENTERLINE OF BAR)

TOILET TISSUE DISPENSER

(MEASURED FROM FLOOR

TO CENTER OF ROLL)

SOAP DISPENSER

(MEASURED FROM FLOOR

TO TOP OF PUSH BUTTON)

29" MIN. KNEE

CLEARANCE

44" MAX. FLUSH

CONTROL

a

DIMENSIONS

b c d e

8"

MIN.

9"

MIN.

6"

MAX.

PAPER TOWEL DISPENSER

(MEASURED FROM FLOOR

TO TOP OF TOWEL SLOT OR

OPERATING MECHANISM,

WHICHEVER IS HIGHER)

40" MAX. 74" MIN.

54" MAX.-SIDE 38" MAX.-SIDE

TOILET SEAT COVER

DISPENSER

(MEASURED FROM FLOOR

TO TOP OF SLOT OR

OPERATING MECHANISM)

48" MAX.-FRONT 38" MAX.-FRONT

FRAMED MIRROR

(MEASURED FROM FLOOR

TO BOTTOM OF

REFLECTING SURFACE)

* MOUNTING HEIGHTS ARE BASED ON THE TEXAS ACCESSIBILITY STANDARDS (TAS)

EFFECTIVE APRIL 8, 2022, AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY

GUIDELINES (ADAAG) UNO.

PLUMBING FIXTURE AND

ACCESSORIES SCHEDULE **

NOTE DESCRIPTION

WATER CLOSETS

SEE PLUMBINGLAVATORIES & SINKS

GRAB BARS

TOILET TISSUE DISPENSER

SOAP DISPENSER

PAPER TOWEL DISPENSER

FRAMED MIRROR/SHELF

MODEL NUMBER

SEE PLUMBING

SURFACE-MOUNTED TOILET ROLL HOLDER FOR 6"

DIAMETER TOILET ROLL

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

44" - SHOWER

** PROVIDE SPECIFIED PRODUCT OR APPROVED EQUAL.

A4-B

B A

C

E

A3

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

INTERIOR ELEVATIONS

RESTROOMS - D109 & D110 SIM. (MIRROR IMAGE)

B A

A3-B

C

LAVATORY

PLUMBING FIXTURE AND ACCESSORIES MOUNTING HEIGHTS

TO

P

O F

PU

SH

B U

TT

O

N

H

SOAP

DISPENSER

TO

P

O F

PU

SH

BU

TT

O N

F

TO

P O

F

TO

W

EL

S

LO

T

PAPER

TOWEL

DISPENSER

J

HAND

DRYER

T

FEMININE

NAPKIN

DISPOSAL

TO

P

O F

U N

IT

L

TRASH

RECEPTACLE

TO

P

O F

O

PE

N

IN

G

U

S

FEMININE

NAPKIN

VENDOR

TO

P

O F

C O

IN

S

LO

T

R

COAT

HOOK

TO

P

O F

H O

O K

Q

TOWEL

BAR

TO

P

O F

BA

R

A-a

A-b

MIRROR

EQUIP. PERMITTED

ONLY IN SHADED

AREA

TO

P

O F

R

IM

A-d

A-c

A-e

BO

TT

TO

M

O F

R

EF

LE

C

TI

N

G

SU

R

FA

C E

TO

P

O F

KN

EE

C

LE

AR

AN

C

EK-

a

K-b

TO

P

O F

R

EF

LE

C

TI

N

G S

U R

FA

C

E

URINAL

B-a

B-b

TO

P

O F

C O

N

TR

O L

TO

P

O F

R

IM

C -a

C -b D

G

TO

P O

F

SE

AT

O F

R O

LL

O F

BA

R

WATER

CLOSET

TO

P

O F

C O

N

TR

O L W

TO

P

O F

TO

W

EL

S

LO

T

COMBINATION

PAPER TOWEL

DISPENSER/

TRASH

RECEPTACLE

V

TO

P O

F U

N

IT

MOP AND

BROOM

HOLDER

100% CONSTRUCTION DOCUMENTS 04/20/2023

H C GF G

A3-D

D 1 TYP.

D

A4-C

1 TYP.

C

D F CH

TOILET SEAT COVER

DISPENSER

BOTTOM OF DECK

4 7/8"

FIRE STOP MATERIAL-

BOTH SIDES

ACOUSTICAL INSULATION

FIRE STOP MATERIAL-

BOTH SIDES

5/8" TYPE "X"

GYPSUM BOARD

2x4 @ 16" O.C.

(LATERALLY BRACE @ 16'-0"

VERTICALLY MAXIMUM,

WHERE APPLICABLE)

3" = 1'-0" 0" 6"3" 1'-0"

PARTITION TYPE-2 UL DESIGN

NO. U465

CEILING

BASE

STC 49

BOTTOM OF DECK

5/8" GYPSUM BOARD

2x4 @ 16" O.C. (LATERALLY

BRACE @ 16'-0" VERTICALLY

MAXIMUM, WHERE APPLICABLE)

4 7/8"

9" M

IN

. CEILING

3" = 1'-0" 0" 6"3" 1'-0"

PARTITION TYPE-1

BASE

STC 30

3 5/8" DWS @ 16" O.C. (LATERALLY

BRACE @ 16'-0" VERTICALLY

MAXIMUM, WHERE APPLICABLE)

ACOUSTICAL SEALANT

BOTH SIDES

ACOUSTICAL INSULATION

D1

PARTITION TYPES

C1

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

INTERIOR ELEVATION

WAITING - C200

2 3

SLIDING GLASS WINDOW WITH LOCK, TYP.2

PLASTIC LAMINATE COUNTER, TYP.3

C2

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

INTERIOR ELEVATION

WAITING - D100

3'-8" 3'-8"

3' -0

3'

-2

3' -0

3'

-2

3'-8" 3'-8"

2 3

C3

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

INTERIOR ELEVATION

CORRIDOR - D103

BOBRICK B-2013 - AUTOMATIC WALL-MOUNTED

FOAM SOAP DISPENSER

BOBRICK B-6806 SERIES 1-1/2" DIAMETER

STAINLESS STEEL GRAB BARS WITH SNAP FLANGE

NEW WOOD WAINSCOT RAIL TO MATCH EXISTING

ON OPPOSITE CORRIDOR WALL.4

WOOD STUDS

BOBRICK B-292 1836 - WELDED-FRAME

MIRROR/SHELF COMBINATION

BOBRICK B-2974 - SURFACE-MOUNTED AUTOMATIC,

UNIVERSAL ROLL PAPER TOWEL DISPENSER

BOBRICK B-221 - SURFACE-MOUNTED SEAT-COVER

DISPENSER

F1

DOOR TYPES

NOT TO SCALE

F2

HM DOOR FRAME TYPES

NOT TO SCALE

HOLLOW METAL1

FLUSH WOOD

2"

VARIES - VIF

1/2"

3' -6

2'

-3

4"

LAMINATED

GLASS

9"

SCHED. WIDTH

FLUSH WOOD

WITH VISION

SC

H

ED

H

T.

SCHED. WIDTH

SC

H

ED

H

T.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

VA DALLAS

RENOVATE BLDG. 71

FOR MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

95% CONSTRUCTION DOCUMENTS 03/20/2023

08/11/2023 CR HK

A-501

ARCHITECTURAL DOOR SCHEDULE

A117 GROUP ROOM 3'-0" 7'-0" 1-3/4" WOOD STAINED HM N -N -PTD1 1, 2, 3, 41

100% CONSTRUCTION DOCUMENTS 04/20/2023

A119 ENGINEER CLOSET 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

A124 JANITOR CLOSET 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

A125 CORRIDOR 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

B101 OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

B102 OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

B103 OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

WAITING 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

CORRIDOR 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

ENGINEER CLOSET 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

STORAGE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

C200

C201

C202

C203

C204

C205

C206

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

OFFICE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

WOMEN 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

MEN 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

ENGINEER CLOSET 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

C207

C208

C209

C210

C211

C212

C213

WAITING 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

STORAGE 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

RECEPTION 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

JANITOR 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

MEN 3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

3'-0" 7'-0" 1-3/4" WOOD STAINED HM NN PTD1 1, 2, 3, 41

D100

D101

D102

D106

D109

D110 WOMEN

A117

A119

A124

A125

B101

B102

B103

C200

C201

C202

C203

C204

C205

C206

C207

C208

C209

C210

C211

C212

C213

D100

D101

D102

D106

D109

D110

S-001

GENERAL NOTES

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO SPECIFICATIONS, PLANS AND ALL

GOVERNING ORDINANCES.

ALL WORKS SHALL COMPLY WITH IBC 2021, VA H-18-8 SEISMIC DESIGN REQUIREMENTS

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO

STARTING CONSTRUCTION AND THE OWNER, ARCHITECT OR ENGINEER SHALL BE NOTIFIED

IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DIMENSIONS, WHERE

NO DIMENSIONS ARE PROVIDED, CONSULT WITH CONTRACTING OFFICER FOR CLARIFICATION

BEFORE PROCEEDING WITH THE WORK.

ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR AND CODE

REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO

EXPENSE TO THE CONTRACTING OFFICER.

ALL SYMBOLS AND ABBREVIATIONS USED IN THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATIONS IS REQUIRED, THE CONTRACTOR SHALL NOTIFY

THE ARCHITECT OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

NO OPENINGS, POCKETS, NOTCHES, BLOCKOUTS, ETC., ARE ALLOWED STRUCTURAL ELEMENTS

UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECTS OR ENGINEER OF

ANY OPENINGS, POCKETS, ETC., SHOWN BY OTHER DRAWINGS BUT NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE

DURING CONSTRUCTION. SUCH MEASURES INCLUDE BUT NOT LIMITED TO BRACING, SHORING, ETC.

OBSERVATION VISITS TO THE SITE BY OWNER, ARCHITECT, OR ENGINEER SHALL NOT INCLUDE THE

INSPECTION OF BRACING, SHORING, ETC.

CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS, ROOF, ETC. THE

LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING

LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREET AND

UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF

PIPE, VENT, DUCT, AND OTHER SIMILAR OPENINGS, AND EMBEDDED OR ATTACHED ITEMS.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL

DETAILS.

DO NOT SCALE DRAWINGS.12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING

SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A

WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO

THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT PER SEC 1709.1.

13.

REINFORCING

ALL REINFORCING SHALL CONFORM TO ASTM A-615 SPECIFICATIONS, 2-2628(B) GRADE 60 EXCEPT #3

BARS MAYBE GRADE 40. WELDED BARS SHALL BE ASTM A-706

REINFORCING BARS SHALL BE SPLICED AND BENT IN STRICT ACCORDANCE WITH THE DRAWINGS AND DETAILS AND C.R.S.I. PUBLICATIONS. NO KINKS ALLOWED. ALL BARS SHALL BE CLEAN PRIOR TO

CONCRETE PLACEMENT.

PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR. BOTH VERTICALLY AND

HORIZONTALLY TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE

DRAWINGS AND DETAILS. DOWELS SHALL BE CLEANED AFTER POUR.

USE LOW HYDROGEN ELECTRODES, GRADE E-70 OR E-90, FOR WELDING OF REINFORCING BARS.

SHOP DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER

FOR APPROVAL PRIOR TO FABRICATIONS.

FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED ON THE

DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

6.

5.

4.

3.

2.

1.

CONCRETE

LIGHTWEIGHT AGGREGATES (CONFORMING TO ASTM C330) SHALL BE APPROVED BY THE ENGINEER, AND THEIR MAXIMUM SIZE SHALL BE ONE INCH.

HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1-1/2

INCHES FOR FOOTINGS GRADE BEAMS AND 1 INCH FOR ALL OTHER WORK.

CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II.

CONCRETE SHALL BE AS FOLLOWS:

CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE WITH A DESIGN STRENGTHS OVER 2000 PSI.

ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME.

A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE WITH DESIGN STRENGTH OVER 2500 PSI. COPIES OF THE MIX DESIGN SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER, AND

BUILDING DEPARTMENT FOR APPROVAL BEFORE USE.

NOTE: A HIGHER GRADE OF CONCRETE MAY BE SUBSTITUTED FOR THOSE SHOWN ABOVE, BUT WILL

BE SUBJECT TO THE CODE REQUIREMENTS OF THE HIGHER GRADE.

ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED PER ACI 318 CLASS B SPLICE OR 40

DIAMETERS (GRADE 60) AT SPLICES, AND SHALL BE MADE AWAY FROM POINTS OF MAXIMUM

STRESS. MINIMUM LAP SHALL BE 2'-0" LONG.

FORMS FOR CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SHALL NOT BE STRIPPED

UNTIL THE CONCRETE HAS REACHED ITS DESIGNED STRENGTH.

ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN METHOD.

A MIX THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE

USED (4-1/2" MAXIMUM SLUMP UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER.)

CONCRETE GROUT SHALL BE NON SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING.

ULTIMATE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS SHALL BE EQUAL TO 3000 PSI MINIMUM.

DRY PACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART SAND WITH

SUFFICIENT WATER TO ALLOW A SMALL AMOUNT OF PASTE TO COME TO THE SURFACE.

ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES

INVOLVED AND SHALL BE APPROVED BY THE ENGINEER.

BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL

OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC., RELATING TO WORK.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

2. TIES AND STIRRUPS

1. MAIN BARS IN BEAMS AND COLUMNS

C. NOT EXPOSED TO EARTH OR WEATHER

1. CAST-IN-PLACE - NON STRESSED

1-1/2" 2"

2"

3" A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:

B. EXPOSED TO EARTH OR WEATHER

HARDROCK 3000 PSIB. RAMP SLABS/ STAIRS

A. FOOTINGS / PIERS HARDROCK 3000 PSI 145 PCF

145 PCF

STRENGTH

AGGREGATES

DRY

@ 28 DAYS WEIGHTLOCATION

1. SPECIAL INSPECTION PER IBC 2021 CHAPTER 17 BY A PERSON WHOSE QUALIFICATIONS ARE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD AND SHALL BE REQUIRED FOR THE FOLLOWING WORK:

A. CONCRETE STRENGTH GREATER THAN 2500 psi

B. POST INSTALLED ANCHORS WEDGE AND EPOXY ANCHORS.

2. INSPECTION REPORTS SHALL BE PROVIDED TO ENGINEER OR ARCHITECT OF RECORD WITHIN ONE WEEK OF

INSPECTION

3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR

OPERATION REQUIRING SPECIAL INSPECTION.

4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:

THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH

A. THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS.

B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE

PROFESSIONAL-OF-RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED,

SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL-OF-RECORD, UNTIL ALL CORRECTIONS HAVE BEEN

COMPLETED.

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE

WORKMANSHIP PROVISIONS OF THE BUILDING CODE.

5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED

TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED

SPECIAL INSPECTION PER 2021 IBC

6. CONTRACTOR SHALL PAY AND PROVIDE FOR SPECIAL INSPECTION FOR CONCRETE, WELDING TORQUE BY SMITH EMERY OR OTHER CERTIFIED AND SPECIALIZED STATE AND LOCAL CERTIFIED INSPECTION FIRM.

TIMBER

DECKING & SHEATHING 2x, 3x, 4x

COMM'L INDEX

STUDS/JOIST SHALL BE PROVIDED AS FOLLOWING:

HOLES SHOULD BE DONE AS FOLLOWS:

PROVIDE NEW FOUNDATION BOLTS WITH 1/4"x2 1/2" SQ. PLATE WASHER EMBEDDED IN NEW CONCRETE

WHERE INDICATED UNLESS NOTED OTHERWISE.

SILL PLATES AND LEDGERS SHALL HAVE A MINIMUM OF TWO BOLTS PER PIECE, WITH ONE BOLT WITHIN

NINE INCHES OF EACH END PIECE.

CROSS BRIDGING SHALL BE PROVIDED AT EIGHT FEET ON CENTER (8'-0" O.C.) MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN EIGHT INCHES IN DEPTH. USE AN APPROVED METAL TYPE BRIDGING OR BLOCKING.

ALL BOLTS SHALL CONFORM TO ASTM A-307 OR ASTM A-36 WITH CUT THREADS.

ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC.

ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT.

HOLES FOR BOLTS SHALL BE BORED 1/32 INCH TO 1/16 INCH LARGER THAN NOMINAL BOLT DIAMETER. (THIS

INCLUDES HOLES FOR ANCHOR BOLTS IN SILL PLATES.)

2x FULL DEPTH SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS.

STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED.

ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-83, GRADE AS NOTED ON PLANS AND

SHALL HAVE EXTERIOR GLUE. USE APA GRADE MARKED PANELS.

ALL WOOD EXPOSED TO WEATHER OR IN CONTACT WITH SOIL, AND ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN FOUR FEET (4'-0") ABOVE GRADE, SHALL BE PRESSURE TREATED DOUGLAS FIR.

GLU-LAMS SHALL BE TREATED AFTER FABRICATION.

ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBER MAN'S INSPECTION BUREAU, LATEST EDITION SHALL BEAR A GRADE STAMP.

ALL LUMBER SHALL BE DOUGLAS FIR OR SOUTHERN PINE SURFACED DRY WITH 19% MOISTURE

CONTENT AND OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED.

15.

C.) DOUBLE STUDS AT DOOR, WINDOW, MECHANICAL DUCT OPENING, ETC.

B.) THREE STUDS AT CORNERS OF EXTERIOR WALLS.

A.) DOUBLE STUDS AT CORNERS OF INTERIOR WALLS.

14.

C. INSTALLATIONS SHALL BE PERFORMED BY TURNING WITH A WRENCH, NOT DRIVING WITH A HAMMER.

SOAP OR OTHER LUBRICANTS SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE

INSTALLATION AND PREVENT DAMAGE TO THE SCREW.

THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF

THE SHANK DIAMETER AND A MINIMUM LENGTH EQUAL TO LENGTH OF THE THREADS.

B.

THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER OF THE SHANK, AND THE

SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK.

A.

13.

11.

10.

9.

8.

12.

2.

3.

4.

5.

6.

7.

BLOCKING, FURRING, ETC. NO. 2

MISCELLANOUS LUMBER

6x6 & LARGER NO. 1 4x6 & LARGER NO. 1 4x4 & SMALLER NO. 1

POST & MULLIONS

6x OR LARGER SEL STR

BEAMS

2x6 TO 3x16 INCLUSIVE NO. 1 2x4 TO 4x4 INCLUSIVE NO. 1

JOIST & RAFTERS

STUDS NO. 2

TOP PLATES, OTHER PLATES NO. 1

1.

SEL STR

PREFABRICATED WOOD TRUSSES:

1. TRUSS FABRICATION:

A. STRUCTURAL DESIGN OF THE TRUSSES SHALL INCLUDE ALL DEAD LOADS, LIVE

LOADS REQUIRED BY IBC, INCLUDING MECHANICAL / ELECTRICAL LOADS ,

FIRE SPRINKLER LOADS AND ALL CHORD AXIAL LOADS DUE TO SEISMIC / WIND

FORCES.

B. THE TRUSSES SHALL BE DESIGNED TO CARRY THE FOLLOWING MINIMUM

LOADS (U.N.O)

ROOF LIVE LOAD 20 PSF

TOP CHORD DEAD LOAD 10 PSF

BOTTOM CHORD DEAD LOAD 10 PSF

UPLIFT 20 PSF

SELF WEIGHT OF TRUSSES AND ANY APPLICABLE CONCENTRATED LOAD

2. TRUSSES SHALL HAVE A HORIZONTAL RESTRAINED AT ONE END ONLY

GENERAL NOTES

NAILING SCHEDULE

JOIST OR RAFTERS AT ALL BEARINGS - TOENAIL

THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. TYPICAL NAILS SHALL BE

COMMON WIRE NAILS. SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON WIRE NAILS.

BRIDGING TO JOIST, TOENAIL EACH END

BLOCKING BETWEEN JOISTS OR RAFTERS

TOP PLATE TO STUD, END NAIL TO BEAM OR

TOP PLATE, TOENAIL @ BOTTOM

STUD TO SOLE PLATE

DOUBLE STUDS, FACE NAIL

DOUBLED TOP PLATES, FACE NAIL

TOP PLATES, LAPS AND INTERSECTIONS, FACE NAILS

DOUBLE TOP PLATE SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP

PLATE FACE NAIL

2x LEDGER TO STUDS - NAILS EACH STUD 6" LEDGER OR LESS

1 INCH BRACE TO EACH STUD AND PLATE, FACE NAIL

BUILT-UP CORNER STUDS FACE NAIL

CEILING JOISTS TO PLATE - TOENAIL

CEILING JOISTS TO PARALLEL RAFTERS - FACE NAIL

CEILING JOISTS, LAPS OVER PARTITIONS

CONTINUOUS HEADER TO STUD, TOENAIL

INTERRUPTIONS OF DOUBLE TOP PLATES OR STRAP W/ SOLE PLATES FOR

BEAMS, PIPES, ETC.

CONTINUOUS RIM JOIST OR RAFTER TO TOP PLATES -

TOE NAIL AT BOTTOM

FOR EACH ADDITIONAL TWO INCHES IN DEPTH OF LEDGER

BUILT-UP GIRDER AND BEAMS 20D @ 32" O.C. @ TOP & BOTTOM &

STAGGERED 2-20D AT ENDS & AT EACH SPLICE.

JOIST OR RAFTER TO SIDES OF STUDS 8 INCH JOIST OR LESS

FOR EACH ADDITIONAL TWO INCHES IN DEPTH OF JOIST

WALL SHEATHING (GYPSUM BOARD, PLYWOOD, ETC.) NAILING OR SCREWS

PER CODE MINIMUM OR AS SHOWN ON PLANS WITH NAILS OR SCREWS TO

ALL STUDS TOP AND BOTTOM PLATES.

ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL BE SIMPSON "STRONG TIE"

UNLESS OTHERWISE NOTED OR SHOWN. FILL ALL CONNECTOR HOLES WITH NAILING PER

MANUFACTURER'S CURRENT CATALOG, SIMPSON C-2001

MACHINE APPLIED NAILING - USE OF MACHINE APPLIED NAILING IS SUBJECT TO SATISFACTORY JOBSITE

DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR

STRUCTURAL ENGINEER AND DISTRICT STRUCTURAL ENGINEER FROM DIVISION OF STATE ARCHITECT.

THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. (MACHINE NAILING WILL NOT BE APPROVED IN 5/16 INCH PLYWOOD IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED. THE

PERFORMANCE WILL BE DEEMED UNSATISFACTORY.)

ALL NAILING SHALL CONFORM TO TABLES SET FORTH IN TITLE 24 OF CALIFORNIA CODE OF REGULATIONS

EXCEPT SPECIFICALLY DETAILED CONNECTIONS, USE ONLY COMMON NAILS.

2 INCH PLANKS AND DECKING - FACE NAIL BEARING

@ CONT. BEARING

25.

24.

3-8d

3-16d ADDITIONAL 1-16d 2-8d 2-10d 2-10d OR 2-16d

4-8d, TOENAIL 16d @ 24"o.c.

16d @ 16"o.c.

2-16d 8-16d

8d @ 6"o.c.

2-16d ADDITIONAL 1-16d 2-8d

16d @ 24" O.C.

3-8d 3-16d 3-16d 4-8d 2-16d EACH

16d @ 16"o.c.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

1-1 1 2 "x 18 GA.

8-16d EACH END

2-16d END NAIL 2-16d 3-8d

BLOCKING BETWEEN STUDS, EACH END TOE NAILSB.

BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR

RAFTERS - TOENAILS EACH SIDE, EACH END

A.

ALL WOOD DIAPHRAGM AND SHEAR WALL NAILING SHALL BE COMMON NAILS OR GALVANIZED BOX.26.

4. TRUSSES SHALL BE CUSTOM DESIGNED TO FIT EXISTING FIELD CONDITIONS. THE TRUSS DRAWINGS

SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER.

5. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE FURNISHED TO THE CONTRACTING OFFICER

FOR REVIEW PRIOR TO FABRICATION.

3. WEB MEMBERS OF TRUSSES SHALL FORM TRIANGULATED PANELS.

6. THE DESIGN AND FABRICATION OF THE WOOD TRUSSES SHALL MEET THE FOLLOWING:

a). THE LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS' BY AMERICAN WOOD COUNCIL.

b). ANSI/TP11 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD

CONSTRUCTION

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT VA DALLAS RENOVATE BLDG.71 FOR

MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

08/11/2023

95% CONSTRUCTION DOCUMENTS 03/20/2023

100% CONSTRUCTION DOCUMENTS 04/20/2023

BID SET 08/11/2023

4" MI

N.

NO

PI

PE

S

HE

RE

4" MI

N.

6" MI

N.

1'-6" MIN.

9"

6" MI

N.

NO EXCAVATION

BELOW THIS LINE

ALL SLEEVES TO BE 1"

CLEAR ALL AROUND

PIPE.

PLACE CONCRETE FILL AROUND SLEEVE

PRIOR TO POURING FOUNDATION. MAKE SAME

WIDTH AS FOOTING AND FULL WIDTH OF PIPE

TRENCH. (2'-0" MIN.)

PIPE

PIPE

TAMPED SAND

COMPACTED BACKFILL

FINISH GRADEWALL

FOUNDATION

PIPE

(E) FTG WALL

MAX 8"Ø

OPENING

1 1 2" CLR

OPENING DETAIL @ (E) WALL

AFTER SET CLEAN TO REMOVE

ALL LAITANCE AND SCUM TO

EXPOSED COARSE AGGREGATE

6" MIN CONT.

CLEAN OUT TYP.

CLEAN OUT BOTTOM

OF FOOTING PRIOR TO

FOUNDATION POUR

STAKES NOT PER-

MITTED WITHIN

FOOTING SECTION

FORMWORK NOT

PERMITTED BELOW GRADE

UNLESS FULLY FORMED

2x PLANKING

CONT. TYPICAL

3 1 2" HIGH STARTER WALL FOR

CONCRETE & MASONRY WALLS

BELOW GRADE WHERE

APPLICABLE

FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO

EXCAVATION (AS SHOWN) PROVIDED THE TRENCH WALLS ARE

STABLE AS DETERMINED BY THE SOIL ENGINEER.

1.

FOUNDATIONS SHALL BEAR ON ACCEPTABLE SOIL, PER THE

SOIL REPORT, AS DETERMINED BY THE SOIL ENGINEER.

2.

NOTES:

FOOTING WIDTH

PLUS 2"

'd' BAR DIAMETER

'D' = BAR BEND DIAMETER

6d FOR #3 THRU #8 8d FOR #9, #10, AND #11

CAP STIRRUPS MAY BE USED

WHEREVER 135 deg. CLOSED STIRRUPS

ARE SHOWN IN GRADE BEAM ONLY.

MAX.

SLOPE

4d

2 12" MIN.

WIRE REINFORCING TOGETHER

180 DEG. BEND OFFSET 90 DEG. BEND

NOTE:

'd' BAR DIAMETER

135 DEG. BEND

'd' BAR DIAMETER

CAP STIRRUP

NOTE:

EXTEND BAR STRAIGHT

AS FAR AS POSSIBLE

AND BEND

FACE OF SUPPORT

TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12"

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR

BAR DEVELOPMENT LENGTH (Ld) SCHEDULE

ACI CLASS A TENSION SPLICE = 1.0 Ld LAP SPLICES FOR ACI CLASS B TENSION SPLICE = 1.3 Ld

BAR SIZE

TOP BARS

#3 #4 #5 #6 #7 #8 #9 #10 #11

OTHER BARS

f'c = 3000 PSI f'c = 4000 PSI

TOP BARS OTHER BARS

4" MIN.

6d

3" CL

R.

SE

E A

RC

H D

WG

S.

1'- 6"

1'-0"

SEE ARCH'L. DWGS. SEE ARCH'L. DWGS.

1'-6"

#3 @ 15" O.C.

EA. WAY

#3 NOSING

BAR

1 1 2"

CLR.

#3 x 4'-0" LC @ 15" O.C.

DOWELS

4" MIN

COMPACTED FILL

ALT. DOWELSALT. DOWELS

2-#3 CONT.2-#3 CONT.

2-#3 CONT.

#4 x @ 12" O.C.

#4 @ 12" O.C.

VERT

#4 @ 12" O.C.

VERT

#4 @ 12" O.C.

HORIZ.

#4 @ 12" O.C.

HORIZ.

#4 @ 12" O.C.

HORIZ.

#4 @ 12" O.C.

HORIZ.

DOWELS TO MATCH

VERT. REINF.

DOWELS TO MATCH

VERT. REINF.

#4 @ 16" O.C.

VERT.6"

MI

N.

" M

IN.

6" TYP.

6"

MI

N.

2-#4 CONT.

ALT. BENDS

6" CONC. WALL

(TYP.) #4 x @ 12" O.C.

12" TYP.

ALT. BENDS 2-#4 CONT.

2-#4 CONT.

4'- 0"

MA

X

VARIES

VARIES

C.J. OPTIONAL AS REQ'D

BY CONTRACTOR (TYP.)

12"

" M

IN

OMIT CURB WHERE

WALL OCCURS

SWITCHBACK RAMP DETAIL

8"

TYP.

CONC. RAMP & FOOTING 4" THK RAMP

SLAB

#4 DOWELS @12" x

TYP.

ALT. BENDS

#4 @12" OC

" M

IN

4"

(N) MTL HANDRAIL

SEE ARCH'L

4"

#4 CONT.

COMPACTED FILL

PRESSURE TREATED SILL

PLATE (SEE SCHEDULE) EDGE NAILING

TO SILL PLATE TYP. ANCHOR BOLTS PER

SCHEDULE, MIN. 2 BOLTS PER

WALL

PANEL SEE SCHEDULE

HOLDOWN ANCHOR (IF REQ'D.)

SEE PLAN & SCHED.

EDGE NAILING AROUND OPENING

2x BLK'G. TOP & BOTT. OF OPN'G.

& ONE STUD SPACE EA.

SIDE W/ A35 SIMPSON

ANGLE EACH END.

2-2x OR 4x PER PLAN @

EA. END OF SHEAR WALL

CONT. TOP PLATES

PER PLAN & DETAILS

EDGE NAILING TO TOP

PLATE SEE SCHEDULE

3x BLK'G. AT PLYWOOD

SPLICE TYP.

FIELD NAILING

SEE SCHEDULE

2x STUDS @ 16" O.C. U.N.O.

SEE SCHEDULE

OPENING IN PANEL

ALL NAILS SHALL BE COMMON NAILS.

WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND THE

NAILS ON EACH SIDE SHALL BE STAGGERED.

1.

GENERAL NOTES FOR PLYWOOD WALLS

2.

S-101

TYPICAL DETAILS

TYPICAL UTILITY PIPE DETAIL AT FOOTING 21"=1'-0"

TYPICAL STAIR ON GRADE DETAIL 31"=1'-0"

TYPICAL REINF. BENDING AND SPLICE DETAIL 41"=1'-0"

TYPICAL RAMP DETAIL 51"=1'-0"

STUD WALL WITH PLYWOOD SHEATHING DETAIL 61"=1'-0"

-- 71"=1'-0"

-- 81"=1'-0"

-- 91"=1'-0"

101"=1'-0"

-- 111"=1'-0"

-- 121"=1'-0"

131"=1'-0"

TYPICAL FOOTING TRENCH DETAIL 11"=1'-0"

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT VA DALLAS RENOVATE BLDG.71 FOR

MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

08/11/2023

95% CONSTRUCTION DOCUMENTS 03/20/2023

100% CONSTRUCTION DOCUMENTS 04/20/2023

RAMP

RAMP

M.H. M.H.

RAMP

B2 A401

B1 A401

123456

A

B

C

D

E

123456

A

B

C

D

E

NORTH

FOUNDATION PLAN - EXISTING

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

NOTES:

1. FOR GENERAL NOTES SEE SHEETS S-001

2. FOR TYPICAL DETAILS SEE S-101.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE CONTRACTING

OFFICER REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY OF ANY

DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DRAWINGS, WHERE NO

DIMENSIONS ARE PROVIDED, CONSULT WITH GOVERNMENT REPRESENTATIVE

FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

S-301

S-301

S-200

FOUNDATION PLAN

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT VA DALLAS RENOVATE BLDG.71 FOR

MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

08/11/2023

95% CONSTRUCTION DOCUMENTS 03/20/2023

100% CONSTRUCTION DOCUMENTS 04/20/2023

ROOF PLAN - PROPOSED

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

NEW TRUSSES

123456

A

B

C

D

E

NEW TRUSSES @ 24" OC

123456

A

B

C

D

E

(N) 2x6 @ 24" OC (N) 2x6 @ 24" OC

'-9

3 4"

'-9 3 4"

S-301

S-301

S-301

S-301

NOTES:

1. FOR GENERAL NOTES SEE SHEETS S-001

2. FOR TYPICAL DETAILS SEE S-101.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE CONTRACTING

OFFICER REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY OF ANY

DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DRAWINGS, WHERE NO

DIMENSIONS ARE PROVIDED, CONSULT WITH GOVERNMENT REPRESENTATIVE

FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

EXISTING ROOF TRUSSES TO BE REMOVED

PRIOR TO INSTALLATION OF NEW TRUSSES.

EXISTING FLAT

ROOF TRUSSES

EXISTING BEARING WALLS

TO REMAIN. TYP

(N) 3 4" THK PLYWOOD STRUCT 1

W/ 10d COMMON NAILS AT

4" OC @ B & E AND 12" FIELD

(TYP.)

S-201

ROOF FRAMING PLAN

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT VA DALLAS RENOVATE BLDG.71 FOR

MENTAL HEALTH

4500 S. Lancaster Rd. Dallas, Texas 75216

549-22-231

Building 71 Project Director

Revisions: Date:

STAMP35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT 02/10/2023

12/27/2022

08/11/2023

95% CONSTRUCTION DOCUMENTS 03/20/2023

100% CONSTRUCTION DOCUMENTS 04/20/2023

2" PLYWOOD W/ 10d @ 4" NAILS

@ BOUNDARIES AND EDGES

12" FIELD. BLOCK ALL EDGES

2x CONT BLKG

SIMPSON MSTA36 STRAP

@ 48" OC

BN

(E) 2x4 STUD WALL

(E) ROOF FRAMING

(E) ROOF FRAMINGPREFABRICATED WOOD TRUSS

(N) 1 2" PLYWOOD (N) 1 2" PLYWOOD

(E) 2x4 STUD WALL

(N) PLYWOOD

TYP

(N) B.N.

(TYP.)

(E) 2x JOIST

(N) 2x SHAPED PLATE W/ 12d NAILS @ 12" OC STAGG & 2-12d TO (E) 2x JOIST TYP

(N) 2x STUD WALL

(E) 2x RJ

(E) 2x CJ

(N) 2-2x PLs

(N) B.N.(N) B.N.

(E) SHEATHING

(E) SHEATHING

(N) 2x6 @ 16" OC

(N) 2x 6 @ 16" OC

A A

SECTION A-A

(N) 2x CONT BLKG

(N) 2x ROOF JOIST

(N) 2x SHAPED

PLATE

SECTION

(N) 2x8 RIDGE BD

SIMPSON MSTA36 STRAP

@ 32" OC

(N) 2x BLKG @ 32" OC (N) 2x BLKG @

32" OC

(N) 4-10d NAILS

TO EA BLKG TYP

(N) 2x JOIST

10'-0" MAX

2" THK PLYWOOD

(E) ROOF FRAMING

(N) ROOF TRUSS

2" THK PLYWOOD

(N) CONT 2x8 SHAPED PL W/ 2-12d…