549-21-400 BID Drawings.pdf

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LANCASTER ROAD LANCASTER ROAD

ANN A

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VENUE

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Car Shown is Full Size Car (18' X 6'5)

Rough Draft, 41 Spaces

ENERGY CENTER CTR.

V E T E R

A N

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LIBERTY LOOP LIBERTY LOOP

LIBERTY LOOP

LIBERTY LOOP

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T Y

LOOP

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L O

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6TH STREET

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INDUSTRIAL PARK INDUSTRIAL PARK

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ENERGY CENTER CTR.

4T H

S T R

E E T

MAINMAIN SOUTH

NORTH

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PROJECT

LOCATION

BUILDING 6

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913)-369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

PARTIALLY SPRINKLERED

ENVIRONMETAL ENGINEER

RSH

11140 SOUTH TOWNE SQUARE, SUITE 100

SAINT LOUIS, MO 63123

(314) 917-0148

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Drawing Number

Building Number

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. EXP. 09/30/2021

ENGR REG. NO. EXP. 02/28/2022

4 5 6

STAMP:

TX BR2171,

TX F-17591,

SPUR # 2090.02

/1

/2

:0

:2

A

M

COVER SHEET

NR 01 46BGJ

BID DOCUMENTS

BUILDING 6 COVID-19 BUILD BACK WITH

HVAC

VA PROJECT NUMBER: 549-21-400

BUILDING 6 COVID-19 BUILD

BACK WITH HVAC

09/14/2021

549-21-400

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

VA NORTH TEXAS HEALTH CARE SYSTEM

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

BID DOCUMENTS

GI000

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] STRUCTURAL

03 SA001 STRUCTURAL GENERAL NOTES

04 SA030 TYPICAL DETAILS - CONCRETE

05 SF101 EXISTING ATTIC FRAMING PLAN

06 SF102 EXISTING ROOF SUBSTRUCTURE FRAMING PLAN

07 SF103 EXISTING ROOF FRAMING PLAN

08 SF201 FRAMING/BRACING ELEVATIONS

[03] ENVIRONMENTAL

09 HA001 BASEMENT LEVEL HAZARDOUS MATERIALS

10 HA101 LEVEL 1 HAZARDOUS MATERIALS

11 HA201 LEVEL 2 HAZARDOUS MATERIALS

12 HA301 ATTIC LEVEL HAZARDOUS MATERIALS

13 HA401 ROOF LEVEL HAZARDOUS MATERIALS

[04] ARCHITECTURAL

14 AD011 DEMOLITION PLANS

15 AE021 PARTITION TYPES, SCHEDULES, AND DETAILS

16 AE111 REFERENCE AND DIMENSION PLANS

17 AC131 REFLECTED CEILING PLANS

18 AF701 INTERIOR MATERIALS AND FINISHES

[05] FIRE PROTECTION

19 FA001 FIRE ALARM / MASS NOTIFICATION GENERAL NOTES

20 FA101 FIRE ALARM AUDIBILITY PLANS

21 FA102 FIRE ALARM PLANS

22 FX001 FIRE SUPPRESSION GENERAL NOTES

23 FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION GROUND FLOOR PLAN

[06] MECHANICAL

24 M-000 LEGEND AND ABBREVIATIONS

25 MD101 MECHANCIAL HVAC PIPING DEMOLITION PLANS - BASEMENT & LEVEL 1

26 MD102 MECHANICAL HVAC PIPING DEMOLITION PLANS - LEVEL 2 & ATTIC

27 MD103 MECHANICAL HVAC DUCT DEMOLITION PLANS - BASEMENT & LEVEL 1

28 MD104 MECHANICAL HVAC DUCT DEMOLITION PLANS - LEVEL 2 & ATTIC

29 MP101 MECHANICAL HVAC PIPING PLANS - BASEMENT & LEVEL 1

30 MP102 MECHANICAL HVAC PIPING PLANS - LEVEL 2 & ATTIC

31 MH101 MECHANICAL HVAC DUCT PLANS - BASEMENT & LEVEL 1

32 MH102 MECHANICAL HVAC DUCT PLANS - LEVEL 2 & ATTIC

33 M-201 MECHANICAL FLOW DIAGRAMS

34 M-501 MECHANICAL DETAILS

35 M-601 MECHANICAL SCHEDULES

36 M-701 MECHANICAL CONTROLS

37 M-702 MECHANICAL CONTROLS

38 M-703 MECHANICAL CONTROLS

39 M-704 MECHANICAL CONTROLS

[07] ELECTRICAL

40 EP000 ELECTRICAL LEGENDS AND ABBREVIATIONS

41 ED101 ELECTRICAL DEMOLITION POWER PLANS

42 ED102 ELECTRICAL DEMOLITION LIGHTING PLANS

43 EP101 ELECTRICAL POWER PLANS

44 EP102 ELECTRICAL LIGHTING PLANS

45 EP201 ELECTRICAL SCHEDULES AND ONE-LINE DIAGRAM

46 EP202 ELECTRICAL DETAILS

TOTAL SHEETS: 46

LOCATION PLAN

PROJECT

LOCATION

CAMPUS MAPN

N

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2015 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2003 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2015 INTERNATIONAL FIRE CODE

• 2021 NFPA 5000 BUILDING CONSTRUCTION AND SAFETY CODE

• 2019 NFPA 900 BUILDING ENERGY CODE

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2017 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2015 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: DALLAS, TX

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 2A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2A (TABLE 5.5-2)

REQUIRED DESIGNED

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR . EXISTING

HEATED SLABS: R-10 for 24 in. EXISTING

FLOORS

MASS: NR EXISTING

STEEL JOIST: R-30 EXISTING

WOOD FRAMED AND OTHER: R-30 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: NR EXISTING

WALLS, ABOVE GRADE

MASS: R-7.5 c.i. EXISTING METAL BUILDING: R-13 + R-13 c.i. EXISTING STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 EXISTING

WALLS, ABOVE GRADE

MASS: R-5.7 c.i. EXISTING METAL BUILDING: R-0 + R-9.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-3.8 c.i. EXISTING

WOOD-FRAMED AND OTHER: R-13 EXISTING

ROOFS

INSULATION ENTIRELY R-25 c.i. EXISTING

ABOVE DECK

METAL BUILDINGS (WITH R-5

THERMAL BLOCK R-10 + R-19 FC EXISTING

ATTIC AND OTHER: R-38 EXISTING

FENESTRATION (TABLE 5.5-2):

VERTICAL FENESTRATION, U-FACTOR

NON METAL: U-0.37 EXISTING

FIXED: U-0.54 EXISTING

OPERABLE: U-0.65 EXISTING

ENTRANCE DOOR: U-0.83 EXISTING

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

N/A = NOT APPLICABLE

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE,

EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR

INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60

CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS

DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER

MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE

THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS

REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED,

IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME

SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF

THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY

OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE

INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN

ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY

AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

ROOM NAME

000A

150 SF

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HMD HOLLOW METAL DOOR PAINT

HMDF HOLLOW METAL DOOR FRAME

PAINT

HMWF HOLLOW METAL WINDOW FRAME

PAINT

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HARDWARE

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913)-369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

PARTIALLY SPRINKLERED

ENVIRONMETAL ENGINEER

RSH

11140 SOUTH TOWNE SQUARE, SUITE 100

SAINT LOUIS, MO 63123

(314) 917-0148

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Drawing Number

Building Number

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. EXP. 09/30/2021

ENGR REG. NO. EXP. 02/28/2022

4 5 6

STAMP:

TX BR2171,

TX F-17591,

SPUR # 2090.02

/1

/2

:0

:2

A

M

GENERAL INFORMATION

NR 02 46BGJ

BID DOCUMENTS

BUILDING 6 COVID-19 BUILD

BACK WITH HVAC

09/14/2021

549-21-400

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

GI001

GENERAL NOTES

THE STRUCTURAL DRAWINGS DEPICT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION.

NEITHER CONSTRUCTION MEANS AND METHODS NOR CONSTRUCTION SAFETY ARE PART OF THE

STRUCTURAL ENGINEER’S EXPERTISE OR SCOPE OF WORK. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS ARE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT

THE STRUCTURE AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY RELATED REGULATIONS AND CONDITIONS AT THE SITE. LIMITED SITE VISITS, IF ANY, BY THE STRUCTURAL ENGINEER ARE SOLELY

TO OBSERVE COMPLETED PARTS OF THE STRUCTURE. THE STRUCTURAL ENGINEER IS NEITHER

QUALIFIED TO OBSERVE NOR COMMENT ON CONSTRUCTION MEANS AND METHODS AND JOB SITE

SAFETY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY

DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS, ETC. NOT SHOWN.

ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. DETAILS SHALL APPLY TO SIMILAR AND LIKE

CONDITIONS.

SHOP DRAWINGS SHALL BE NEW DRAWINGS PRODUCED BY THE CONTRACTOR, ILLEGIBLE

REPRODUCTIONS OF THE DESIGN DRAWINGS WILL BE REJECTED. ELECTRONIC FILES MAY BE

PURCHASED FROM THE ENGINEER OF RECORD FOR THE PURPOSE OF PREPARING SHOP DRAWINGS.

THE CONTRACTOR WILL BE REQUIRED TO SIGN AN INDEMNITY STATEMENT AND FEES FOR THE

ELECTRONIC FILES SHALL BE PAID IN FULL PRIOR TO TRANSMISSION OF THE ELECTRONIC FILES TO

THE CONTRACTOR. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY

CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF

PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN

HEREIN AS CORRECT, AND OBLIGATES THEMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING

DUE TO ANY ERRORS OR OMISSIONS THAT MAY OCCUR HEREIN.

MINIMUM SHOP DRAWING SUBMITTAL REQUIREMENTS INCLUDE:

CONCRETE MIX DESIGNS FOR EACH CLASS OF CONCRETE WITH TEST DATA

CONCRETE ACCESSORIES (VAPOR BARRIER, REINFORCING SUPPORT CHAIRS, ETC.)

CONCRETE REINFORCING SHOP DRAWINGS

SHORING (SEALED BY A LICENSED PROFESSIONAL ENGINEER)

WOOD FRAMING MATERIALS

THIS PROJECT CONSISTS OF A MODIFICATION TO AN EXISTING BUILDING. INFORMATION ON EXISTING

CONDITIONS HAS BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND SHOWN ON THESE

DRAWINGS. THESE DRAWINGS WERE ASSUMED TO BE “AS-BUILT” DRAWINGS SINCE EXISTING

CONDITIONS WERE NOT ACCESSIBLE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS SHOWN ON THESE DRAWINGS AND TO VERIFY THE LOCATION OF ALL FRAMING MEMBERS AND OTHER OBSTRUCTIONS WHICH WILL AFFECT THE WORK. AS PART OF THIS WORK THE CONTRACTOR SHALL PREPARE AN ACCURATE FIELD SURVEY OF THE LOCATION OF ALL STRUCTURAL

MEMBERS IN THE WORK AREA PRIOR TO BEGINNING SHOP DRAWINGS AND CONSTRUCTION. THIS

SURVEY SHALL BE SUBMITTED TO THE ARCHITECT WITH VARIANCES NOTED. CLAIMS FOR ADDITIONAL

TIME OR EXTRA COST DUE TO OBSTRUCTIONS AND VARIANCES IN THE LOCATION OF THE

STRUCTURAL MEMBERS WILL NOT BE HONORED AFTER WORK HAS BEGUN ON THE PROJECT.

BUILDING CODE: INTERNATIONAL BUILDING CODE, 2021 EDITION; INTERNATIONAL

EXISTING BUILDING CODE, 2021 EDITION

DEAD LOAD:

ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON

THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY

THE CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF

LOAD CARRYING CAPACITY OF THE STRUCTURE.

MECHANICAL WEIGHT OF AHU AS SHOWN ON DRAWINGS

LIVE LOAD:

ROOF: 20 PSF

LIVE LOAD REDUCTIONS HAVE BEEN APPLIED IN ACCORDANCE WITH THE

BUILDING CODE, UNLESS NOTED OTHERWISE.

WIND LOAD:

INTERNATIONAL BUILDING CODE, 2021 EDITION

VELOCITY (ULT) : 116 MPH THREE SECOND GUST

EXPOSURE: C

RISK CATEGORY: IV

INTERNAL PRESSURE COEFFICIENT, Gcpi: +/- 0.18

EFFECTIVE WIND AREA ft²

20 ft² 50 ft² 100 ft²

ZONE

2e

2r

+/- 45

ROOF DESIGN GROSS PRESSURES,

WIND ONLY (PSF)

+/- 50

+/- 70

+/- 40

+/- 35

+/- 50

+/- 35

+/- 30

+/- 35

EFFECTIVE WIND AREA ft²

20 ft² 50 ft² 100 ft²

ZONE

+/- 40

WALL DESIGN GROSS PRESSURES,

WIND ONLY (PSF)

+/- 45

+/- 35

+/- 40

+/- 35

+/- 40 a = 4'-4"

SEISMIC LOAD:

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR (I): 1.5

MAPPED SPECTRAL RESP ACCEL (Ss/S1): 0.093g/0.053g

SITE CLASS: D (DEFAULT)

SPECTRAL RESPONSE COEFF (Sds/Sd1): 0.099g/0.085g.

SEISMIC DESIGN CATEGORY: C

SEISMIC FORCE RESISTING SYSTEM: SAME AS EXISTING

DESIGN BASE SHEAR: SAME AS EXISTING

SEISMIC RESPONSE COEFF (Cs): SAME AS EXISTING

RESPONSE MODIFICATION COEFFICIENT (R): SAME AS EXISTING

ANALYSIS PROCEDURE USED: N/A SEISMIC CHECK NOT REQUIRED

SNOW LOAD:

GROUND SNOW LOAD (Pg): 5 PSF FLAT ROOF SNOW LOAD (Pf): 4.2 PSF SNOW EXPOSURE FACTOR (Ce): 1.0

SNOW LOAD IMPORTANCE FACTOR (I): 1.2

THERMAL FACTOR (Ct): 1.0

3 +/- 60 +/- 35 +/- 35 a a a a

2r

2r

2r

5 5

2e

2e

2e

2e

2r

WOOD FRAMING

1. LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR

WOOD CONSTRUCTION, LATEST EDITION.

2. ALL WOOD FRAMING SIZES, FRAMING, FASTENING REQUIREMENTS, ANCHORAGES, FIRESTOPS, AND CONNECTORS NOT SHOWN ON THESE PLANS TO BE PER THE SPECIFIED BUILDING CODE.

WOOD FRAMING SIZES SHOWN ARE THE MINIMUM REQUIRED STRUCTURALLY; COORDINATE WITH

OTHER DISCIPLINES FOR FURTHER DEPTH REQUIREMENTS FOR NON-STRUCTURAL PURPOSES.

3. ALL STRUCTURAL LUMBER TO BE STRUCTURAL GRADE NO. 2 SOUTHERN PINE WITH A MAXIMUM

MOISTURE CONTENT OF 19%. ALL LUMBER TO BE STAMPED WITH THE GRADE MARK OF AN

APPROVED GRADING AGENCY.

4. ALL WOOD FRAMING EXPOSED TO WEATHER SHALL BE PRESSURE-TREATED. ALL FASTENERS IN

CONTACT WITH PRESSURE-WOOD TO BE HOT DIP GALVANIZED PER THE MANUFACTURERS

RECOMMENDATIONS AND THE APPLICABLE BUILDING CODE. ALL STRUCTURAL COLUMNS TO BE

HELD 1" ABOVE THE SLAB BY A SPECIFIED OR APPROVED CONNECTION DEVICE.

5. THE FRAMING LAYOUTS DEPICTED ON THE PLANS ARE TO ILLUSTRATE GENERAL FRAMING

CONDITIONS BUT DO NOT NECESSARILY DEPICT THE CORRECT QUANTITIES OR CONNECTIONS

REQUIRED.

6. FASTENING FOR ALL STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN IN THE PLANS TO BE PER

THE FASTENING SCHEDULE OF THE APPLICABLE BUILDING CODE.

7. BOLTS SHALL CONFORM TO ASTM A307, ANSI D18.2.1. SCREWS AND LAG SCREWS SHALL CONFORM TO ANSI B18.2.1. AND ANSI B18.6.1, RESPECTIVELY. BOLTS THROUGH WOOD SHALL BE FITTED WITH

STANDARD WASHERS.

8. BOLT HOLES SHALL BE AT LEAST A MINIMUM DIAMETER OF 1/32" AND NO MORE THAN A MAXIMUM

OF 1/16" LARGER THAN THE BOLT DIAMETER.

9. BOLT NUTS SHALL BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, WITH

CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN NOT

TO OVER-TORQUE THE NUT. IMPACT WRENCHES SHOULD NOT BE USED AS THEY MAY PRELOAD

THE CONNECTORS. BOLT NUTS SHALL BE PERIODICALLY RETIGHTENED.

10. UNLESS OTHERWISE NOTED, CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM NUMBER AND SIZE OF FASTENERS AS REQUIRED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

11. THE NUMBER AND SIZE OF NAILS USED TO CONNECT WOOD MEMBERS SHALL BE ACCORDING TO

THE APPLICABLE BUILDING CODE. REFER TO MANUFACTURER FOR NAILING REQUIREMENTS (TO

ATTAIN MAXIMUM TABLE VALUES) FOR ALL WOOD-TO-WOOD MECHANICAL FASTENERS.

12. FOR OVERLAY FRAMING AT ROOF OR OTHER CONVENTIONAL ROOF FRAMING, CONTRACTOR SHALL PROVIDE 2X FRAMING TO MATCH EXISTING FRAMING OR BE IN ACCORDANCE WITH ROOF RAFTER

TABLES IN THE APPLICABLE BUILDING CODE.

13. DECKING SHALL BE INSTALLED USING A RANDOM LAY UP PATTERN.

14. PLYWOOD ROOF DECKING SHALL BE APA RATED CD INTERIOR WITH EXTERIOR GLUE, THICKNESS

TO MATCH EXISTING. INSTALL PLYWOOD WITH FACE GRAIN ACROSS SUPPORTS. PROVIDE

PLYWOOD SHEATHING CLIPS AT ALL FREE EDGES. PLYWOOD SPAN RATING SHALL MATCH EXISTING OR BE A MIN OF 32/16. NAIL PLYWOOD TO FRAMING TO MATCH EXISTING OR WITH 10d HOT-DIP

GALVANIZED NAILS UNLESS NOTED OTHERWISE AS FOLLOWS:

• ROOF ZONE: FIRST 5’-0” OF GABLED END FIRST 4’-0” FROM EDGE AND RIDGE

• PANEL EDGES 4” OC 6” OC

• PANEL FIELD 6” OC 6” OC

• NAIL TO ALL SUPPORTS AT 4” OC FOR 10’-0” SQUARE ARE AT CORNERS.

CONCRETE

1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. NO. 3 BARS SHALL CONFORM TO ASTM A615, GRADE 40. DEFORMED BAR ANCHORS SHALL

CONFORM TO ASTM A496, GR 70.

2. ALL WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A1064, AND

SHALL BE FURNISHED IN FLAT SHEETS ONLY. ROLLED WIRE FABRIC WILL BE REJECTED.

3. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE SAND AND CRUSHED CARBONATE AGGREGATE

CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT, FLYASH CONFORMING TO ASTM C618,

CLASS ‘C’ UP TO 20 PERCENT REPLACEMENT BY VOLUME AND THE FOLLOWING DESIGNATED

COMPRESSIVE STRENGTH (f’c) IN 28 DAYS:

• ALL OTHER CONCRETE ---- 4000 PSI (w/c = 0.50 MAX)

• CONCRETE SUPPLIER SHALL BE AWARE OF CEMENTS THAT CAN CAUSE

ETTRINGITE FORMATION IN THE CEMENT PASTE AND BE PREPARED TO SHOW

THAT THE CEMENTS USED WILL NOT CAUSE THIS PROBLEM.

4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS; SEE SEC. 7.7 ACI 318, LATEST EDITION FOR CONDITIONS NOT NOTED, PROVIDE CHAIR SUPPORTS (AZTEC CASTLE CHAIR, WHC SERIES ‘B’ OR EQUAL) TO ADEQUATELY SUPPORT BARS FOR PROPER CLEARANCE AS

RECOMMENDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CONCRETE REINFORCING

STEEL INSTITUTE. SLAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED AT 45-INCH MAXIMUM

INTERVALS OR EVERY THIRD BAR.

5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH

ACI PUBLICATION 315, LATEST EDITION. ALL HOOKED BARS SHOWN IN DETAILS SHALL HAVE

STANDARD HOOKS UNLESS NOTED OTHERWISE.

6. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE, ACI 301,

LATEST EDITION.

7. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE EXCEPT WHERE THEY NORMALLY

OCCUR OR WHERE NOTED. VERTICAL JOINTS SHALL OCCUR AT CENTER SPANS OR AT LOCATIONS

APPROVED BY THE STRUCTURAL ENGINEER.

8. REINFORCING BARS SHALL NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

9. CONDUITS ARE NOT ALLOWED IN SLABS, BEAMS, WALLS OR COLUMNS. ALL CONDUITS SHALL BE

SUSPENDED FROM OR ATTACHED TO THE CONCRETE STRUCTURE.

10. PROVIDE (1) - #5 X 4’-0” AT RE-ENTRANT CORNERS AND AROUND RECTANGULAR HOLES IN SLABS

UNLESS NOTED OTHERWISE. PLACE BAR DIAGONAL TO CORNER WITH 1” CLEARANCE FROM TOP

AND THE SIDE OF THE SLAB AT THE CORNER.

11. WHERE FRESH CONCRETE IS DEPOSITED AGAINST HARDENED CONCRETE (GREATER THAN 8

HOURS OLD), CLEAN EXISTING SURFACE OF LAITANCE AND FOREIGN MATERIAL AND DAMPEN THE

EXISTING SURFACE. IF REQUIRED, ROUGHEN EXISTING CONCRETE TO ¼” AMPLITUDE.

th re e 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 th re e 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 o n e a n d o n e h a lf in c h e s 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 o n e a n d o n e h a lf in c h e s 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

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs 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 th re e q u a rt e rs 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

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s 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 th re e e ig h th s 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

00 00 44 44 o n e q u a rt e r 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 o n e q u a rt e r 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

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. EXP. 09/30/2021

ENGR REG. NO. EXP. 02/28/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

TEXAS FIRM REGISTRATION NO. 8856

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

PARTIALLY SPRINKLERED

ENVIRONMENTAL ENGINEER

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

TX BR2171,

TX F-17591,

Drawing Number

Building Number

09/14/2021

/9

/2

:2

:4

P

M

STRUCTURAL GENERAL NOTES

ZAFSJB

BID DOCUMENTS

BUILDING 6 COVID-19 BUILD

BACK WITH HVAC

09/14/2021

549-21-400

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

SA001

STRUCTURAL ABBREVIATIONS

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECT OR ARCHITECTURAL

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

CF COLD FORMED

CFMF COLD-FORMED METAL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR/CLEARANCE

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DWL DOWEL

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FLR FLOOR

FND FOUNDATION

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SPLICE LENGTH

LW LIGHTWEIGHT

MANUF MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER, EACH WAY

OF OUTSIDE FACE

OH OPPOSITE HAND

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PLF POUNDS PER LINEAL FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RE: OR REF REFER TO

REINF REINFORCING

REQD REQUIRED

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWF WELDED WIRE FABRIC

STIRRUP AND TIE HOOK

#3

#4

#5

BAR

SIZE

1 ½

2 ½

4 ½

5 ½

D= INSIDE DIAMETER OF BEND

6db FOR #3, #4, #5

12db FOR #6, #7, #8

D E

T A

IL

IN

G D

IM

E

N S

IO

N

D

A OR G

db

D

D E

T A

IL

IN

G D

IM

E

N S

IO

N

A O

R G

H O

O K

AND SM

ALLER

6db FOR #8 BARS

D

D db

90° HOOK

135° HOOK

CORNER CONDITIONS-STIRRUP OR TIE

90° HOOK

90° HOOK

BEYOND

135° HOOK

90° HOOK

BEYOND

135° HOOK

135° HOOK

90° HOOK

135° HOOK

GROSS TIE

D

(INCHES)

90° HOOK

A OR G

(INCHES)

135° HOOK

A OR G

(INCHES)

4 ½

#3

#4

#5

#6

#7

#8

#9

BAR

fc=3000PSI

0.7 Lhb

25 18

#10 28 20

#11 31 22

Lhb

NOTES:

1. Ldh = DEVELOPMENTAL LENGTH OF STANDARD HOOKS IN TENSION (INCHES).

2. Ldh = Lhb UNLESS CONDITIONS OF 3 SATISFIED.

3. Ldh + 0.7 Lhb FOR #11 BARS AND SMALLER WHEN SIDE COVER (NORMAL TO PLANE OF HOOK)

IS NOT LESS THAN 2 1/2 INCHES AND FOR 90 DEGREE HOOKS COVER ON BAR EXTENSION

BEYOND HOOK IS NOT LESS THAN 2 INCHES.

4. HOOKS ARE NOT CONSIDERED EFFECTIVE FOR DEVELOPING BAR IN COMPRESSION.

5. Ldh SHALL BE MULTIPLIED BY 1.2 FOR EPOXY-COATED HOKKED REINFORCEMENT BARS.

#14 38 --

#18 50 --fc=4000PSI

0.7 Lhb

22 16

25 18

27 19

Lhb

33 --

43 --fc=5000PSI

0.7 Lhb

20 14

22 16

24 17

Lhb

29 --

39 --fc=6000PSI

0.7 Lhb

18 13

20 14

22 16

Lhb

27 --

35 --fc=7000PSI

0.7 Lhb

17 12

19 14

21 15

Lhb

25 --

33 --fc=8000PSI

0.7 Lhb

16 12

18 13

19 14

Lhb

23 --

31 --

#3

#4

#5

#6

#7

#8

#9

BAR

#10

#11

#14

#18

SIZE SIZE

DEVELOPMENT LENGTHS OF STANDARD HOOKS IN TENSION

GRADE 60 REINFORCEMENT, NORMAL CONCRETE

90 DEGREE HOOKS

Ldh

180 DEGREE HOOKS

Ldh

OUTSIDE FACE

OF BAR

OUTSIDE FACE

OF BAR

DEVELOPMENT AND LAP SPLICE SCHEDULE

#3

#4

#5

#6

#7

#8

#9

BAR

F'c = 3000 psi

EMBEDMENT

8 21

COMPR TENSION (LTE)

OTHER

LAP SPLICE

(LCS) TOP

COMPR TENSION (LTS)

OTHER

HOOK

(LDH)

16 12 28 21 6

22 15 37 28 8

27 19 46 36 10

33 23 56 43 12

48 26 81 62 13

55 30 93 71 15

80 62 34 105 80 17

F'c = 4000 psi

EMBEDMENT

(LCE) TOP

COMPR TENSION (LTE)

OTHER

LAP SPLICE

(LCS) TOP

COMPR TENSION (LTS)

OTHER

HOOK

(LDH)

18 14 12 24 18 6

25 19 15 32 25 7

31 24 19 40 31 8

37 28 23 48 37 10

54 42 26 70 54 12

62 47 30 80 62 13

70 54 34 91 70 15

(LCE)

#10 90 70 38 118 90 19 24 78 60 38 102 78 17

#11 100 77 42 131 100 22 27 87 67 42 113 87 1931

TOP

NOTES (GENERAL):

1. STAGGER ALL SPLICES 12 db MIN, BUT NOT LESS THAN 12"

2. ALL DIMENSIONS INDICATED IN TABLE ARE IN INCHES

3. BARS GREATER THAN #11 SHALL BE MECHANICALLY SPLICED

4. ALL SPLICES SHALL BE WIRED IN CONTACT STACKED VERTICAL.

MULTIPLIERS:

ALL EMBEDMENT AND LAP SPLICE LENGTHS SHALL BE INCREASED

AS REQ'D BY THE MULTIPLIERS BELOW. APPLY MULTIPLE

MULTIPLIERS IF APPLICABLE.

1.3 -- IF CONC CONTAINS LIGHT WEIGHT AGGREGATES

1.3 -- IF EPOXY COATED REBAR USED

NOTES (PERTAINING TO TABLE):

1. TOP BARS ARE HORIZONTAL BARS THAT HAVE MORE THAN 12" OF

FRESH CONCRETE CAST BELOW THEM.

2. ALL BARS THAT ARE NOT "TOP BARS" ARE "OTHER" BARS

3. ABBREVIATIONS:

- LCE - COMPRESSION EMBEDMENT LENGTH

- LTE - TENSION EMBEDMENT LENGTH

- LCS - COMPRESSION LAP SPLICE LENGTH

- LTS - TENSION LAP SPLICE LENGTH

- LDH - HOOKED BAR TENSION EMBEDMENT LENGTH

END HOOK DIMENSIONS

#3

#4

#5

#6

#7

#8

#9

#10

#11

BAR

SIZE

#14

#18

FINISHED

BEND

DIAMETER D,

(INCHES)

180 ° HOOKS

A OR G'

(INCHES)

A OR G'

(INCHES)

J, (INCHES)

2 ¼

3 ¾

4 ½

5 ¼

9 ½

10 ¾

18 ¼

11 ¾

13 ¼

14 ¾

21 ¾

28 ½

90° HOOK

D= INSIDE DIAMETER OF BEND

d b

D

A O

R G db

DETAILING DIMENSION

90° HOOK

2 1/2" MIN

4db OR

D

DIMENSION

DETAILING

A OR G

HOOK

J db

180° HOOK

MATCH EXISTING

PAD DEPTH AND

REINFORCEMENT

#4 DOWEL @ 12" OC (EMBED 6" MIN

INTO EXISTING SLAB USING HILTI

HY-200 ANCHORAGE SYSTEM.

(INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.)

EXISTING PAD AND

REINFORCEMENT

EXISTING ATTIC

FLOOR SLAB

NOTES:

• USE DETAIL AS REQUIRED

• USE WITH DETAIL /6 SA030

CONTRACTOR TO ROUGHEN

SURFACE PER GENERAL NOTES

¾" CHAMFER, TYPICAL

BOTTOM REINFORCEMENT,

WHERE SCHEDULED

TOP REINFORCEMENT,

REFER TO SCHEDULE

(1) - #4 CONTINUOUS AT

PERIMETER WITH (1) - #4X4'-0"

AT EXTERIOR CORNERS

AND (1) - #4X4'-0" DIAGONAL AT

RE-ENTRANT CORNERS

REFER TO NOTE 1

2'-0"

2' -0

2" 4'- 0"

RE-ENTRANT

CORNERS

EXTERIOR

CORNERS

HOUSEKEEPING PAD REINFORCEMENT SCHEDULE

PAD THICKNESS

TOP

REINFORCEMENT

BOTTOM

REINFORCEMENT

T-4" WWR 4x4-W2.9xW2.9 OR #3@12" EACH WAY NONE

4"< T< = 6"

6" < T < = 8"

8" < T < = 12"

WWR 4x4-W4xW4 OR #4@18" EACH WAY

WWR 4x4-W6xW6 OR #4@12" EACH WAY

#4@18" EACH WAY

NONE

NONE

#4@18" EACH WAY

NOTE:

1. REFER TO ARCHITECTURAL, STRUCTURAL, OR MEP DRAWING FOR HOUSEKEEPING PAD

PLAN DIMENSIONS AND THICKNESS (4" MINIMUM THICKNESS).

2. CONTRACTOR SHALL COORDINATE DIMENSIONS AND OTHER SPECIAL REQUIREMENTS

WITH EQUIPMENT MANUFACTURERS AND PROVIDE WHERE REQUIRED WHETHER SHOWN

ON STRUCTURAL DRAWING OR NOT.

3. PROVIDE ADDITIONAL LAYER OF REINFORCING FOR PAD THICKNESS GREATER THAN 18".

CONTRACTOR TO ROUGHEN

SURFACE PER GENERAL NOTES

NTS1

TYPICAL STIRRUP AND TIE HOOK TYPES

NTS2

SPLICE & DEVELOPMENT SCHEDULE FOR HOOKS

NTS3

SPLICE & DEVELOPMENT SCHEDULE

NTS4

TYPICAL END HOOK TYPES

NTS5

HOUSEKEEPING PAD EXTENSION

NTS6

TYPICAL HOUSEKEEPING PAD OVER SLAB ON GRADE

th re e 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 th re e 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 o n e a n d o n e h a lf in c h e s 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 o n e a n d o n e h a lf in c h e s 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

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs 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 th re e q u a rt e rs 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

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s 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 th re e e ig h th s 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

00 00 44 44 o n e q u a rt e r 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 o n e q u a rt e r 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

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. EXP. 09/30/2021

ENGR REG. NO. EXP. 02/28/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

TEXAS FIRM REGISTRATION NO. 8856

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

PARTIALLY SPRINKLERED

ENVIRONMENTAL ENGINEER

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

TX BR2171,

TX F-17591,

Drawing Number

Building Number

09/14/2021

/9

/2

:2

:5

P

M

TYPICAL DETAILS - CONCRETE

ZAFSJB

BID DOCUMENTS

BUILDING 6 COVID-19 BUILD

BACK WITH HVAC

09/14/2021

549-21-400

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

SA030

A

B

C

D

23459 8 7 6

21' - 6" 12' - 4" 12' - 10" 6' - 5 1/2" 6' - 5 1/2" 12' - 10" 12' - 4" 21' - 6"

/2

6'

/2

1'

1'

EXISTING CS1 BMSEXISTING CS3 BMS

EXISTING CS2 BMS

EXISTING CS3 BMS

EXISTING CS4 BMS

EXISTING CS1 BMS

EXISTING CS1 BMS

EXISTING CS2 BMS

EXISTING CS1 BMS

EXISTING CB5 BM EXISTING CB6 BM EXISTING CB7 BM

EXISTING CB8 BM

EXISTING CB5 BM EXISTING CB6 BM EXISTING CB7 BM

EXISTING CB8 BM

EXISTING CB6 BM

EXISTING CB6 BM

EXISTING CB7 BM

EXISTING CB7 BM

EXISTING CB8 BM

EXISTING CB8 BM

E X

IS

T

IN

G

C B

B

M E

X

IS

T

IN

G C

B

B M

E X

IS

T

IN

G

C

B

B M

E X

IS

T

IN

G

C B

B

M E

X

IS

T

IN

G C

B

B M

E X

IS

T

IN

G

C

B

B

M 6-AHU-3

6-AHU-4

6-AH-56-AHU-2

7" 16' - 2" 14' - 6" 17' - 6" 8' - 9" 17' - 6" 14' - 6" 16' - 2"

1 1 1 1

WEIGHT 1,727 LBS

WEIGHT 1,727 LBS

WEIGHT 1,899 LBS

WEIGHT 2,105 LBS

# ATTIC PLAN NOTES:

1. CONTRACTOR TO REFERENCE THE MEP SET FOR EXACT LOCATIONS AND SIZE

OF THE AHU. LOCATIONS OF AHUS SHALL BE CLOSE TO WHAT IS SHOWN ON

PLAN.

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES AND SA-030 FOR

TYPICAL STRUCTURAL DETAILS. REVIEW NOTES & DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS SHOWN ARE TAKEN

FROM THE EXISTING CONSTRUCTION PLANS DATED NOVEMBER 17, 1938.

CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND

DIMENSIONS AND NOTIFY THE CONTRACTING OFFICER OF ALL DISCREPANCIES

PRIOR TO COMMENCING THE WORK.

D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SHORE ANY EXISTING

STRUCTURE IN A MANNER AS NEEDED THAT WILL PREVENT FAILURE OR

DAMAGE TO THE EXISTING STRUCTURE.

E. CONTRACTOR TO PROVIDE TEMPORARY COVERS (SUCH AS SHEETING, TARPS,

OR OTHER PROTECTIVE MATERIALS) ON THE EXISTING BUILDING IN ORDER TO

PROTECT THE REMAINING INTERIOR PORTION OF THE BUILDING FROM

WEATHER AND ELEMENTS AT ALL TIMES DURING CONSTRUCTION.

th re e 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 th re e 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 o n e a n d o n e h a lf in c h e s 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 o n e a n d o n e h a lf in c h e s 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

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs 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 th re e q u a rt e rs 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

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s 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 th re e e ig h th s 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

00 00 44 44 o n e q u a rt e r 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 o n e q u a rt e r 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

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. EXP. 09/30/2021

ENGR REG. NO. EXP. 02/28/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

TEXAS FIRM REGISTRATION NO. 8856

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

PARTIALLY SPRINKLERED

ENVIRONMENTAL ENGINEER

RSH

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

TX BR2171,

TX F-17591,

Drawing Number

Building Number

09/14/2021

/9

/2

:2

:5

P

M

EXISTING ATTIC FRAMING PLAN

ZAFSJB

BID DOCUMENTS

BUILDING 6 COVID-19 BUILD

BACK WITH HVAC

09/14/2021

549-21-400

DALLAS VA MEDICAL CENTER

4500 S LANCASTER RD.

DALLAS, TX 75216

SF101

1/4" = 1'-0"

EXISTING ATTIC FRAMING PLAN

A

B

C

D

23459 8 7 6

2' - 1"4' - 9" 2' - 7" 2' - 1" 2' - 7" 4' - 9"

W 6X12

EXIST (TYP)

W

X

W

X .5

W

X

W

X .5

W

X

W

X

W

X .5

W

X

W

X .5

W

X

W12X19

W12X19

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

EXIST

EXIST

/2

6'

/2

2'

2'

21' - 6" 12' - 4" 12' - 10" 6' - 5 1/2" 6' - 5 1/2" 12' - 10" 12' - 4" 21' - 6"

# ROOF SUBSTRUCTURE PLAN NOTES:

1. NO CHANGE TO EXISTING STRUCTURE AT THIS LEVEL

GENERAL SHEET NOTES

A. REFERENCE SHEET SA-001 FOR STRUCTURAL GENERAL NOTES AND SA-030 FOR

TYPICAL STRUCTURAL DETAILS. REVIEW NOTES & DETAILS FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

C. ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS SHOWN ARE TAKEN

FROM THE EXISTING CONSTRUCTION PLANS DATED NOVEMBER 17, 1938.

CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND

DIMENSIONS AND NOTIFY THE CONTRACTING OFFICER OF ALL DISCREPANCIES

PRIOR TO COMMENCING THE WORK.

D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SHORE ANY EXISTING

STRUCTURE IN A MANNER AS NEEDED THAT WILL PREVENT FAILURE OR

DAMAGE TO THE EXISTING STRUCTURE.

E. CONTRACTOR TO PROVIDE TEMPORARY COVERS (SUCH AS SHEETING, TARPS,

OR OTHER PROTECTIVE MATERIALS)…