Attachment 06 Arch 100_ 19-292.pdf

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 #

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT. PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE.

THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED

WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR

DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING

STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AG001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

DocuSign Envelope ID: B1166ACB-C743-4AF3-A46A-6D7C174A0143

7/18/2022

In d i a n N a tio n s T e le

In d i a n N a tio n T e le

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

B u s h

EXISTING VAMC BUILDING

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AD100

ARCHITECTURAL SITE PLAN -

DEMOLITION

2 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 30'-0"

ARCHITECTURAL SITE PLAN - DEMOLITION

1 EXISTING SOLAR PANEL ARRAY COVERING THE

EXISTING PARKING AREA TO BE DEMOLISHED AND

REMOVED FROM SITE.

2 EXISTING GUARD SHACK TO BE DEMOLISHED AND

REMOVED FROM SITE.

3 EXISTING MANHOLE FOR IT/SECURITY TO REMAIN,

SEE CIVIL DRAWINGS FOR EXACT LOCATION.

4 EXISTING MECHNICAL YARD WITH ALL SOLAR

ARRAY EQUIPMENT TO BE DEMOLISHED, SEE

ELECTRICAL DRAWINGS. FOR DEMOLITION OF

EXISTING EQUIPMENT.

N O

R T

H0 3015 60

A. SEE CIVIL DRAWINGS FOR ALL SITE AND UTILITY

DEMOLITION REQUIRE IN ADDITION TO

DEMOLITION SHOWN ON THIS SHEET.

B. SEE CIVIL DRAWINGS FOR ALL SITE PHASING

REGARDS SITE UTILITIES WORK, LANDSCAPE

WORK AND NEW PARKING STRUCTURE.

C. SEE TECHNOLOGY DRAWINGS FOR ALL SITE

O.I.T, SECURITY AND FIRE ALARM

REQUIREMENTS.

D. SEE CIVIL DRAWINGS FOR MECHANICAL YARD

LAYOUT/PROFILE.

E. SEE STRUCTURAL DRAWINGS FOR SITE

DEMOLITION REQUIREMENTS AND SITE

ELEMENTS BEING REMOVED.

PROPOSED

PARKING

GARAGE

B u sh

B u sh

B u sh

B u sh

B u sh

B u sh

B u sh

B u sh

B u sh

E

IT/SECURITY

1G130

EXISTING VAMC BUILDING

EXISTING PARKING GARAGE

FIRE ALARM

ROOM

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AE100

ARCHITECTURAL SITE PLAN

3 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

Scale: 1" = 30'-0"

ARCHITECTURAL SITE PLAN

N O

R T

H0 3015 60

1 ENTRY GUARD HOUSE SEE CIVIL DRAWINGS FOR

LAYOUT, AND SEE SPECIFICTIONS SECTION 13 34

19" METAL BUILDING SYSTEMS.

2 EMERGENCY GENERATOR FOR PARKING DECK

3 NEW PARKING STRUCTURE - PARKING GARAGE Z

4 NEW STAIR/ELEVATOR TOWER SERVING THE NEW

PARKING STRUCTURE

5 NEW EGRESS STAIR TOWER SERVICING THE NEW

PARKING DECK.

6 NEW STANDING SEAM METAL ROOF CANOPY OVER

EXTERIOR CONCRETE WALL

7 EXSITING I.T/SECURITY MANHOLE TO- TIE INTO THE

EXISTING SYSTEMS SEE CIVIL DRAWINGS FOR

EXACT LOCATIONS OF EXISTING UTILITIES

8 LOCATION EXISTING I.T./SECURITY ROOM 1G130,

EXSITNG TELECOM ROOM, COORDINATE WITH

C.O.R FOR ACCESS TO SPACE.

9 LOCATION EXISTING FIRE ALARM ROOM GR100,

FIRE ALARM ROOM, COORDINATE WITH C.O.R FOR

ACCESS TO SPACE.

10 NEW MANHOLE FOR O.I.T, SECUIRTY AND FIRE

ALARM FOR THE NEW PARKING GARAGE, SEE CIVIL

DRAWINGS FOR M.H. REQUIRMENT AND EXACT

LOCATION.

11 OUTLINE OF ENTRY CANOPY AT GUARD HOUSE

SEE CIVIL DRAWINGS FOR COLUMN LAYOUT AND

SPACING, SEE SPEC SECTON 13 34 19" METAL

BUILDING SYSTEMS FOR BUILDING

CONSTRUCTION.

12 STEEL BOLLARDS, SEE CIVIL DRAWINGS FOR SITE

BOLLARD LOCATIONS, SEE STRUCTURAL

DRAWINGS FOR BOLLARD DETAILS, SEE

SPECIFICATION SECTION 05 50 00.

A. SEE CIVIL DRAWINGS FOR ALL SITE GRADING

REQUIREMENT, UTILITY WORK AND RELOCATION

OF STRUCTURES NOT SHOWN ON THIS SHEET.

B. SEE LANDSCAPE DRAWINGS TO SEE

LANDSCAPE WORK TO BE PERFORMED AS PART

OF THIS CONTRACT.

C. SEE CIVIL DRAWINGS FOR ALL SITE PHASING

REGARDING SITE UTILITIES WORK, LANDSCAPE

WORK AND NEW PARKING STRUCTURE.

D. SEE TECHNOLOGY DRAWINGS FOR ALL SITE

O.I.T, SECURITY AND FIRE ALARM

REQUIREMENTS.

E. SEE STRUCTURAL DRAWINGS FOR SITE

DEMOLITION REQUIREMENTS FOR EXISTING

SOLAR ARRAY AND OTHER SITE ELEMENTS

BEING REMOVED.

F. SEE SPECIFICATION SECTION 13 34 19 " METAL

BUILDING SYSTEMS " FOR DESIGN OF THE

ENTRY GUARD HOUSE AND CANOPY

REQUIREMENTS.

UP

AE201

2_____

AE201

3_____

AE201

1_____

AE201

4_____

C

D

E

G

1 2 3 4 5 6 7 8

140 SF

IT

262 SF

ELEC

118 SF

SEC

ELEV

E2

ELEV

E1

204 SF

ELEV

EQUIP

100 82 SF

MECH

101STAIR

S1

STAIR

S2

AE402

AE701

AE702

AE401

AE301

_____3

AE301

AE301

_____2

AE301

AE302

AE302

AE302

AE302

AE202

2_____

AE202 4

AE202

AE202

6_____

AE301

_____1

AE301

1 2

RAMP DOWN

SLOPE = 1:20

RAMP DOWN

SLOPE = 1:20

AE202

1_____

STAIR

S3

RAMP UP

VEHICLE

S2.1

8 89 9

B

A

F

5.2

AE304

1.6

3.9 8.8

B.6

5.5

100 101

4.5 6.5 7.5

AE304

22'-6" 15'-6" 36'-0" 36'-0" 36'-0" 10'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 28'-6" 9'-6"

304'-0"

40'-0"

S1.1

10 10 10 10 12 12 12

AE303

AE303

DN

W5B

13 13

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AE101

LEVEL 1 - FLOOR PLAN

4 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N O

R T

H0 84 16

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

LEVEL 1 - FLOOR PLAN

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

A. SEE DRAWING AP101 FOR STRIPING PLAN THIS

LEVEL.

B. SEE STRUCTURAL DRAWINGS FOR ALL

STRUCTURAL DESIGN ELEMENTS. INCLUDING ALL

STRUCTURAL PRECAST PANELS, SPANDRELS,

BEAM/ GIRDERS, OTHER STRUCTURAL MEMBERS.

C. SEE PLUMBING DRAWINGS FOR COORDINATION

OF ROOF/FLOOR DRAWINGS AND PIPING.

D. SEE FIRE PROTECTION DRAWINGS FOR FIRE

RISER INFORMATION.

E. SEE MECHANICAL DRAWINGS FOR WORK

REQUIREMENTS.

F. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

AND LIGHTING REQUIREMENTS.

G. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATION AT DECK LEVELS INSIDE

STRUCTURAL DECK.

H. SEE ARCHITECTURAL PARKING DRAWINGS (AP)

FOR ALL PARKING LAYOUTS AND INTERNAL

SIGNAGE FOR ENTIRE PARKING GARAGE.

1 CAST-IN-PLACE CONCRETE STAIRS

2 STEEL PIPE HANDRAIL

3 ADA COMPLIANT RAMP, 1 TO 20 SLOPE, 30' MAX

TRAVEL BETWEEN LANDINGS.

4 ELEVATOR SHAFT TO BE CONSTRUCTED AS PART

OF THIS PROJECT FOR FUTURE ELEVATOR E3.

5 PRECAST CONCRETE PANELS, SEE STRUCTURAL

DRAWINGS. PRECASTER TO PROVIDE SCREEN IN

OPENING FOR FALL PREVENTION.

6 PRECAST CONCRETE PANELS WITH TEXTURED

FINISH, SEE STRUCTURAL DRAWINGS.

7 COVERED WALKWAY AT FIRST FLOOR OF PARKING

STRUCTURE.

8 STEEL COLUMNS TO SUPPORT CANOPY OVER

WALKWAY. ON TOP OF CONCRETE WALL.

9 OVERHANG OF SSMR CANOPY OVER WALK

STAIR/RAMP ABOVE.

10 FALL PROTECTION ALUMINUM FRAME AND MESH

SECURED TO PRECAST AND COLUMNS.

11 8" CMU INFILL BETWEEN P.C STRUCTURAL

MEMBERS, SEE STRUCTURAL DRAWINGS P.C.

MEMBERS.

12 CAST IN PLACE CONCRETE FOUNDATION WALLS,

SEE STRUCTURAL DRAWINGS.

13 OUTLINE OF ROOF CANOPY ABOVE.

14 8" CMU INFILL BETWEEN P.C STRUCTURAL

MEMBERS, SEE STRUCTURAL DRAWINGS P.C.

MEMBERS.

15 STEEL BOLLARDS @ 6'-0" O.C., FOLLOW THE

PARKING STRIPPING, SEE STRUCTURAL DRAWINGS

FOR BOLLARD DETAIL

DN

AE201

2_____

AE201

3_____

AE201

1_____

AE201

4_____

C

D

E

G

1 2 3 4 5 6 7 8

ELEV

E2

ELEV

E1

STAIR

S1

AE702

AE701

AE301

_____3

AE301

AE301

_____2

AE301

AE302

AE302

AE302

AE302

AE202

2_____

AE202 4

AE202

AE202

6_____

375 SF

ELEV

LOBBY

AE301

_____1

AE301

RD OFD

OPEN TO BELOW

RAMP DOWN

VEHICLE

RAMP UP

VEHICLE

STAIR

S2

S2.2

S1.2

B

A

F

5.2

AE304

1.6

3.9 8.8

B.6

5.54.5 6.5 7.5

AE304

22'-6" 15'-6" 36'-0" 36'-0" 36'-0" 10'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 28'-6" 9'-6"

304'-0"

9 9 9 999

8 8

AE303

AE303

W1

W6

W1

W2

W5A

W4

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AE102

LEVEL 2 - FLOOR PLAN

5 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N O

R T

H0 84 16

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

LEVEL 2 - FLOOR PLAN

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

A. SEE DRAWING AP101 FOR STRIPING PLAN THIS

LEVEL.

B. SEE STRUCTURAL DRAWINGS FOR ALL

STRUCTURAL DESIGN ELEMENTS. INCLUDING ALL

STRUCTURAL PRECAST PANELS, SPANDRELS,

BEAM/ GIRDERS, OTHER STRUCTURAL MEMBERS.

C. SEE PLUMBING DRAWINGS FOR COORDINATION

OF ROOF/FLOOR DRAWINGS AND PIPING.

D. SEE FIRE PROTECTION DRAWINGS FOR FIRE

RISER INFORMATION.

E. SEE MECHANICAL DRAWINGS FOR WORK

REQUIREMENTS.

F. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

AND LIGHTING REQUIREMENTS.

G. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATION AT DECK LEVELS INSIDE

STRUCTURAL DECK.

H. SEE ARCHITECTURAL PARKING DRAWINGS (AP)

FOR ALL PARKING LAYOUTS AND INTERNAL

SIGNAGE FOR ENTIRE PARKING GARAGE.

1 ALUMINUM CURTAIN WALL SYSTEM WINDOWS AT

STAIRS OF PARKING GARAGE

2 PRECAST CONCRETE STAIRS AND LANDINGS

3 STANDING SEAM METAL ROOF SYSTEM OVER

STEEL STRUCTURE SEE SECTIONS 1/AE304 AND

2/AE304.

4 ELEVATOR SHAFT TO BE CONSTRUCTED AS PART

OF THIS PROJECT FOR FUTURE ELEVATOR E3.

5 COVERED WALKWAY AT LEVEL OF PARKING

STRUCTURE.

6 ALUMINUM STOREFRONT, ENCLOSURE TO FORM

ELEVATOR LOBBY AREA ROOM 200.

7 PRECAST CONCRETE PANELS WITH TEXTURED

FINISH, SEE STRUCTURAL DRAWINGS.

8 PRECAST CONCRETE PANELS, SEE STRUCTURAL

DRAWINGS. PRECASTER TO PROVIDE SCREEN IN

OPENING FOR FALL PREVENTION.

9 FALL PROTECTION ALUMINUM FRAME AND MESH

SECURED TO PRECAST AND COLUMNS.

10 8" CMU INFILL BETWEEN P.C STRUCTURAL

MEMBERS, SEE STRUCTURAL DRAWINGS P.C.

MEMBERS.

11 STEEL BOLLARDS @ 6'-0" O.C., SEE STRUCTURAL

DRAWINGS FOR BOLLARD DETAILS.

12 STEEL BOLLARDS @ 6'-0" O.C., FOLLOW THE

PARKING STRIPPING, SEE STRUCTURAL DRAWINGS

FOR BOLLARD DETAIL.

2_____

AE201

3_____

AE201

1_____

AE201

4_____

C

D

E

G

1 2 3 4 5 6 7 8

AE301

_____3

AE301

AE301

_____2

AE301

AE302

AE302

AE302

AE302

AE301

_____1

AE301

RD OFD

RD

OFD

OPEN TO BELOW

RD OFD

B

A

F

5.2

AE304

56 6 6 6 65 5

1.6 3.9 8.8

B.6

5.54.5 6.5 7.5

38'-0" 36'-0" 36'-0" 36'-0" 10'-0" 36'-0" 36'-0" 36'-0" 38'-0"

AE304

12 12

AE303

AE303

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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W J C

U .r v t

AE103

ROOF PLAN

6 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

ROOF PLAN

N O

R T

H0 84 16

1 ALUMINUM CURTAIN WALL SYSTEM WINDOWS AT

STAIRS OF PARKING GARAGE

2 COVERED WALKWAY AT FIRST FLOOR OF PARKING

STRUCTURE.

3 STANDING SEAM METAL ROOF SYSTEM OVER

STEEL STRUCTURE SEE DETAIL XX/AEXX.

4 NEW TPO ROOF SYSTEM OVER RIGID INSULATION

MIN R-25.

5 METAL GUTTERS ATTACED TO EDGE OF METAL

DECK/BENT PLAT. MATCH COLOR AND FINISH OF

SSMR.

6 METAL DOWN SPOUTS LOCATED AS INDICATED AT

CANOPY COLUMNS, MATCH COLOR AND FINISH OF

SSMR.

7 ROOF DRAIN WITH OFVERFLOW DRAIN 1'-0" APART

MINMUM.

8 PRECAST PARAPET CONTINUATION OF

STRUCTURAL P.C. PANEL ABOVE ROOF.

9 CMU WALLS WITH TEXTURED FINISH UP TO TOP OF

PARAPET.

10 CMU PARAPET WALLS AT TOP OF STAIRS.

11 PRECAST CONCRETE PANELS WITH TEXTURED

COATING

12 FALL PROTECTION ALUMINUM FRAME AND MESH

SECURED TO PRECAST AND COLUMNS.

A. SEE DRAWING AP101 FOR STRIPING PLAN THIS

LEVEL.

B. SEE STRUCTURAL DRAWINGS FOR ALL

STRUCTURAL DESIGN ELEMENTS. INCLUDING ALL

STRUCTURAL PRECAST PANELS, SPANDRELS,

BEAM/ GIRDERS, OTHER STRUCTURAL MEMBERS.

C. SEE PLUMBING DRAWINGS FOR COORDINATION

OF ROOF/FLOOR DRAWINGS AND PIPING.

D. SEE FIRE PROTECTION DRAWINGS FOR FIRE

RISER INFORMATION.

E. SEE MECHANICAL DRAWINGS FOR WORK

REQUIREMENTS.

F. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

AND LIGHTING REQUIREMENTS.

G. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATION AT DECK LEVELS INSIDE

STRUCTURAL DECK.

H. SEE ARCHITECTURAL PARKING DRAWINGS (AP)

FOR ALL PARKING LAYOUTS AND INTERNAL

SIGNAGE FOR ENTIRE PARKING GARAGE.

OS OS OS

2_____

AE201

3_____

AE201

1_____

AE201

4_____

C

D

E

G

1 2 3 4 5 6 7 8

AE301

_____3

AE301

AE301

_____2

AE301

AE302

AE302

AE302

AE302

AE202

2_____

AE202 4

AE202

AE202

6_____

AE301

_____1

AE301

AE202

3_____

AE202

1_____

1 1

IT

ELEC

SEC

ELEV

EQUIP

MECH

FUTURE

ELEV

E3

STAIR

S1

ELEV

E1

ELEV

E2

STAIR

S2

B

A

F

5.2

AE304

6 6 6

1.6 3.9 8.8

B.6

5.54.5 6.5 7.5

AE304

7 8

AE402

AE303

AE303

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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AE111

LEVEL 1 - REFLECTED CEILING PLAN

7 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

LEVEL 1 - REFLECTED CEILING PLAN

1 NEW LIGHT FIXTURES, SEE ELECTRICAL

DRAWINGS FOR TYPE AND SIZES.

2 ELEVATOR CAB. FOR HYDRAULIC ELEVATOR TO

BE INSTALLED AS PART OF THIS PROJECT.

3 FUTURE HYDRAULIC ELEVATOR SHAFT, SHAFT TO

BE CONSTRUCTED AS PART OF THIS PROJECT

ONLY.

4 PRECAST CONCRETE STRUCTURAL SYSTEM, SEE

STRUCTURAL DRAWINGS. TYPICAL THROUGHOUT.

5 STANDING SEAM METAL ROOF COVER OVER

STAIR/RAMP/WALK OVER AREAS INDICATED.

6 EXIT SIGNAGE FOR PARKING STRUCTURE

VEHICLE TRAFFIC. EXIT SIGNAGE MUST EXTEND

BELOW STRUCTURAL ELEMENTS.

7 COLUMNS UP FROM CONCRETE WALL, SEE

STRUCTURAL DRAWINGS FOR SIZE OF

STRUCTURAL MEMBERS.

8 STEEL BEAMS W/METAL DECKING, ON TOP, SEE

STRUCTURAL DRAWINGS FOR SIZES OF

STRUCTURAL MEMBERS.

A. SEE ELECTRICAL DRAWINGS FOR INFORMATION

ABOUT LIGHTS AND SENSORS INSTALLED ON

CEILING PLAN.

B. SEE PLUMBING DRAWINGS FOR COORDINATION

OF ROOF/FLOOR DRAINS AND PIPING.

C. SEE FIRE PROTECTION DRAWINGS FOR FIRE

RISER INFORMATION.

D. SEE MECHANICAL DRAWINGS FOR WORK

REQUIREMENTS.

E. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

AND LIGHTING REQUIREMENTS.

F. EXIT SIGNS LOCATED ABOVE DOOR TO EGRESS

STAIR.

G. SEE ARCHITECTURAL PARKING DRAWINGS (AP)

FOR ALL PARKING LAYOUTS AND INTERNAL

SIGNAGE FOR ENTIRE PARKING GARAGE.

N O

R T

H0 84 16

OS OSOS

G

AE702

AE702

F

8.8

C

2 3

AE701

AE302

AE302

AE401

AE202

3_____

AE303

2 2

B

A

AE304

1.6

B.6

7 6

AE303

8 8

9 9

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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U .r v t

AE112

ENLARGED SECOND FLOOR

REFLECTED CEILING PLANS

8 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

LEVEL 2 - ENLARGED

REFLECTED CEILING PLAN

NE STAIR

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

LEVEL 2 - ENLARGED REFLECTED CEILING PLAN SW STAIR

A. SEE ELECTRICAL DRAWINGS FOR INFORMATION

ABOUT LIGHTS AND SENSORS INSTALLED ON

CEILING PLAN.

B. SEE PLUMBING DRAWINGS FOR COORDINATION

OF ROOF/FLOOR DRAINS AND PIPING.

C. SEE FIRE PROTECTION DRAWINGS FOR FIRE

RISER INFORMATION.

D. SEE MECHANICAL DRAWINGS FOR WORK

REQUIREMENTS.

E. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

AND LIGHTING REQUIREMENTS.

F. EXIT SIGNS LOCATED ABOVE DOOR TO EGRESS

STAIR.

G. SEE ARCHITECTURAL PARKING DRAWINGS (AP)

FOR ALL PARKING LAYOUTS AND INTERNAL

SIGNAGE FOR ENTIRE PARKING GARAGE.

1 NEW LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS

FOR TYPE AND SIZES.

2 HOIST BEAM ABOVE ELEVATOR CAB, SEE

STRUCTURAL DRAWINGS.

3 EXIT SIGNS LOCATED ABOVE DOOR TO EGRESS

STAIR.

4 GYPSUM BOARD CEILING IN LOBBY AREA

CONSTRUCTED WITH MOISTER RESISTANT GYPSUM

BOARD ON LIGHT GAUGE METAL FRAMING..

5 STOREFRONT.

6 EXPOSED CONCRETE DECK W/ TEXTURING FINISH.

7 EXPOSED CONCRETE PRE CAST BEAM.

8 FALL PROTECTION ALUMINUM FRAME AND MESH

SECURED TO PRECAST PANEL AND COLUMNS. SEE

SPECIFICATION SECTION 05 50 00

9 STRUCTURAL BEAM FOR ELEVATOR RAILS BETWEEN

ELEVATOR CABS, SEE STRUCTURAL DRAWINGS FOR

BEAM SIZES AND INFORMATION

N O

R T

H0 2 4 8

N O

R T

H0 2 4 8

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

C

LOWER LEVEL

-4' - 0"

DEG

AE301

AE301

AE301

AE301

AE301

AE301

63 6

5 1

B AF

LEVEL 1

0"

B.6

12 12

5 5

OPEN

BEYOND

OPEN

BEYOND

W5A

W5B

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

91 2 3 4 5 6 7 8

AE302

AE302

AE302

AE302

5.21.6 3.9 8.85.54.5 6.5 7.5

W4

LEVEL 1 SW STAIR

0"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

C

LOWER LEVEL

-4' - 0"

D E G

AE301

AE301

AE301

AE301

AE301

AE301

5 8 9

6 3 76

BA F

LEVEL 1

0"

B.6

5 5

AE303

OPEN BEYOND

W6

OPEN BEYOND

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

12345678

AE302

AE302

AE302

AE302

610106

5.2

AE304

1.6

TOP OF BEAM

17' - 0"

3.98.8

1 1

5.5 4.56.57.5

AE304

AE303

OPEN

BEYOND

14 14 14 14 14

W1

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

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-2

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W J C

U .r v t

AE201

EXTERIOR ELEVATIONS

9 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

NORTH ELEVATION

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

EAST ELEVATION

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

SOUTH ELEVATION

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

WEST ELEVATION

1 FACE BRICK VENEER WITH PRECAST CONCRETE

PANEL BACKUP STRUCTURE.

2 ARCHITECTURAL PRECAST CONCRETE WITH

CUSTOM ETCHED RELIEF PATTERN

3 PRECAST CONCRETE PANELS WITH TEXTURED

COATING

4 ALUMINUM CURTAIN WALL SYSTEM WINDOWS AT

STAIRS OF PARKING GARAGE WITH SPANDRAL

PANELS AT THE PRECAST BEAMS.

5 CAST-IN-PLACE CONCRETE WITH TEXTURED

COATING

6 ALUMINUM MESH SYSTEM WITH ALUMINUM FRAME

BETWEEN PRECAST CONCRETE MEMBERS, SUCIDE

FALL PREVENTION SYSTEM.

7 EXTERIOR SIGNAGE

8 CAST-IN-PLACE CONCRETE STAIR

9 STEEL TUBE HANDRAIL

10 STEEL FRAMED CANOPY WITH STANDING SEAM

METAL ROOF SEE STRUCTURAL DRAWINGS FOR

FRAMING REQUIREMENTS.

11 CMU PARAPET WALL AT ROOF LEVEL WITH

TEXTURED FINISH MATCHING ALL ADJACENT

SURFACES.

12 CONCRETE COLUMN WITH TEXTURED FINISH

MATCHING ALL ADJACENT SURFACES.

13 CONSTRUCTION/CONTRACTION JOINTS IN

CONCRETE FOUNDATION WALL, SEE STRUCTURAL

DRAWINGS FOR EXACT LOCATION , JOINT TYPE AND

DETAILS

14 OPENINGS IN CAST-IN-PLACE CONCRETE

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

A. SEE CIVIL DRAWINGS FOR ALL ELEVATIONS AT

GRADE AROUND THE PARKING STRUCTURE.

B. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATIONS AT ALL DECK LEVELS INSIDE THE

PARKING STRUCTURE.

FUTURE LEVEL 3

22' - 8"

AE702

LEVEL 02 NE STAIR

11' - 7"

3 8

8.8

OPEN

BEYOND

W4

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

G

AE702

LEVEL 01 NE STAIR

-1' - 2"

F

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

AE702

LEVEL 01 NE STAIR

-1' - 2"

8.8

FUTURE LEVEL 3

22' - 8"

G

AE702

LEVEL 01 NE STAIR

-1' - 2"

F

OPEN

BEYOND

W5A

W5B

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

AE302

AE302

AE303

16'-0" 12'-0" 16'-0" 12'-0" 15'-11 1/2" 8'-6 1/2"

1 1 1

1.6

TOP OF BEAM

17' - 0"

3.9

10 10

AE303

3'-0" 5'-2"

3'-0" 9'-9 1/2"

3'-0" 9'-5 1/2"

5'-1" 3'-4"

3'-0" 3'-1 1/2"

7'-0" 3'-4"

3'-0" 10'-4"

3'-0" 3'-1 1/2"

6'-7 1/2" 2'-10"

EQ. EQ. EQ. EQ.

18 18

16 1617

W16 19

19 21 21

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

AE701

BA

LEVEL 1

0"

TOP OF BEAM

17' - 0"

B.6

AE303

W6

19 21

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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W J C

U .r v t

AE202

EXTERIOR ELEVATIONS

10 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

EAST ELEVATION - NE STAIR TOWER

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

SOUTH ELEVATION - NE STAIR TOWER

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

WEST ELEVATION - NE STAIR TOWER

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

NORTH ELEVATION - NE STAIR TOWER

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

WEST ELEVATION - STAIR/ELEVATOR TOWER

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

SOUTH ELEVATION - STAIR/ELEVATOR TOWER

1 FACE BRICK VENEER WITH PRECAST CONCRETE

PANEL BACKUP STRUCTURE.

2 ARCHITECTURAL PRECAST CONCRETE WITH

CUSTOM ETCHED RELIEF PATTERN, TO BE

MOUNTED DIRECTLY TO STRUCTURAL PRECAST,

WITH 1" AIRSPACE, SEE ARCHITECTURAL

SECTIONS.

3 PRECAST CONCRETE PANELS WITH TEXTURED

COATING

4 ALUMINUM CURTAIN WALL SYSTEM WINDOWS AT

STAIRS OF PARKING GARAGE

5 CAST-IN-PLACE CONCRETE WITH TEXTURED

COATING

6 ALUMINUM MESH SYSTEM WITH ALUMINUM

FRAME BETWEEN PRECAST CONCRETE

MEMBERS, SUICIDE FALL PREVENTION SYSTEM.

7 EXTERIOR SIGNAGE ON STRUCTURAL PRECAST

PANELS. THE VA EMBLEM ON STRUCTURAL

PRECAST SHALL BE INSTALLED USING A FORM

LINER ON THE PRECAST. OTHER SIGNAGE ON THE

ARCHITECTURAL PRECAST SHALL BE INSTALLED

USING A FORM LINER ON THE ARCHITECTURAL

PRECAST PANELS.

8 CONCRETE COLUMNS WITH TEXTURED FINISH

9 CMU INFILL WITH TEXTURED FINISH

10 CONSTRUCTION/CONTRACTION JOINTS IN

CONCRETE FOUNDATION WALL, SEE STRUCTURAL

DRAWINGS FOR EXACT LOCATION , JOINT TYPE

AND DETAILS

11 NEW LIGHT FIXTURES, SEE ELECTRICAL

DRAWINGS FOR TYPE AND SIZES.

12 EXIT SIGNS LOCATED ABOVE DOOR TO EGRESS

STAIR.

13 FIRE ALARM STROBE.

14 FIRE ALARM PULL STATION.

15 CMU INFILL WALL FOR STAIR AND ELEVATOR

ENCLOSURES

16 CONTINUOUS METAL REGLET INSET INTO

PRECAST, PROVIDE FORMER SLOT INTO

PRECAST, WITH CONTINUOUS FLASHING, SEAL

ALL OPENINGS / END PIECES INTO WALL.

17 CONTINUOUS METAL SILL FLASHING AT CURTAIN

WALL TO BE CONNECTED AND SEALED TO

REGLET / FLASHING AT PRECAST TRANSITION.

PROVIDE SEALANT AT ALL CONNECTIONS.

18 PROVIDE CONTINUOUS VERTICLE CONTROL JOINT

IN BRICK MASONRY AS INDICATED. PROVIDE 3/8"

APPROXIMATE CONTROL JOINT WITH

CONTINUOUS SEALANT AND BACKER ROD.

SEALANT TO MATCH MORTAR COLOR.

19 METAL COPING CAP, SEE DETAIL 1/AS501

20 CONCRETE COLUMNS

21 CONTROL JOINT IN TEXTURED FINISH

A. SEE CIVIL DRAWINGS FOR ALL ELEVATIONS AT

GRADE AROUND THE PARKING STRUCTURE.

B. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATIONS AT ALL DECK LEVELS INSIDE THE

PARKING STRUCTURE.

C. CONTRACTOR SHALL COORDINATE THE PRECAST

MEMBER AND THE CURTAIN WALL SYSTEMS

WHERE THE TWO CONNECT INSIDE STAIRS TO

ENSURE THE SIZES AND CONNECTIONS WORK

FOR BOTH SYSTEMS.

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

1 2 3 4 5 6 7 8

AE302

AE302

AE302

AE302

LEVEL 01 NE STAIR

-1' - 2"

5.2

LEVEL 02 NE STAIR

11' - 7"

AE304

1.6

LEVEL 1

0"

3.9 8.85.54.5 6.5 7.5

AE304

_____2

AE303

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

1 2 3 4 5 6 7 8

AE302

AE302

AE302

AE302

AE303

LEVEL 01 NE STAIR

-1' - 2"

5.2

LEVEL 02 NE STAIR

11' - 7"

AE304

1.6

LEVEL 1

0"

3.9 8.85.54.5 6.5 7.5

3 3

AE304

AE303

ELEC

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

1 2 3 4 5 6 7 8

AE302

AE302

AE302

AE302

LEVEL 01 NE STAIR

-1' - 2"

5.2

LEVEL 02 NE STAIR

11' - 7"

AE304

1.6

LEVEL 1

0"

3.9 8.85.54.5 6.5 7.5

AE304

AE303

W2

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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U .r v t

AE301

SECTIONS

11 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

LONGITUDINAL SECTION - EAST BAY

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

LONGITUDINAL SECTION - CENTER BAY

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

LONGITUDINAL SECTION - WEST BAY

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

A. SEE CIVIL DRAWINGS FOR ALL ELEVATIONS A7

GRADE AROUND THE PARKING STRUCTURE.

B. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATIONS AT DECK LEVELS INSIDE THE

PARKING STRUCTURE.

C. SEE ELECTRICAL DRAWINGS FOR ALL EQUIPMENT

LOCATED IN THE ELECTRICAL SPACES INSIDE

PARKING STRUCTURE

D. SEE TECHNOLOGY DRAWINGS FOR I.T EQUIPMENT

AND REQUIREMENTS LOCATED IN THE I.T AND

SECURITY SPACES INSIDE PARKING STRUCTURE.

E. SEE MECHANICAL DRAWINGS FOR MECHANICAL

EQUIPMENT LOCATION AND REQUIREMENTS

LOCATED INSIDE PARKING STRUCTURE.

F. SEE ARCHITECTURAL WATERPROOFING

DRAWINGS (AW) FOR WATERPROOFING

REQUIREMENTS OF ALL CONCRETE AGAINST SOIL

/ GRADE.

1 PRECAST CONCRETE LONG SPAN STRUCTURAL

SYSTEM, SEE STRUCTURAL DRAWINGS.

2 ALUMINUIM MESH SYSTEM BETWEEN PRECAST

CONCRETE MEMBERS. SUCIDE/FALL PREVENTION

SYSTEM.

3 ENCLOSURE SCREENING FOR OPENINGS IN

INTERIOR PRECAST UNITS TO BE INSTALLED +

SUGGESTED BY PRECAST SUPPLIER, SYSTEM TO

WORK WITH THEIR PRECAST PANELS.

ROOF

25' - 8"

C

LOWER LEVEL

-4' - 0"

D E G

AE301

AE301

AE301

AE301

AE301

AE301

140 SF

IT

262 SF

ELEC

118 SF

SEC

B F

LEVEL 02 NE STAIR

11' - 7"

LEVEL 1

0"

B.6

333 22

OPEN BEYOND

OPEN BEYOND

LEVEL 1 SW STAIR

0"

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

C D E G

AE301

AE301

AE301

AE301

AE301

AE301

56'-0"61'-6"56'-0"

ELEV

E2

ELEV

LOBBY

AE303

BA F

LEVEL 1

0"

TOP OF BEAM

17' - 0"

B.6

33 22

OPEN BEYOND OPEN BEYOND

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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-2

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W J C

U .r v t

AE302

SECTIONS

12 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

TRANSVERSE SECTION

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

TRANSVERSE SECTION THROUGH ELEVATOR BANK

1 PRECAST CONCRETE LONG SPAN STRUCTURAL

SYSTEM, SEE STRUCTURAL DRAWINGS.

2 ALUMINUIM MESH SYSTEM BETWEEN PRECAST

CONCRETE MEMBERS. SUCIDE/FALL PREVENTION

SYSTEM.

3 CAST IN PLACE CONCRETE SHEAR WALLS.

4 STANDING SEAM METAL ROOF SYSTEM OVER

STEEL STRUCTURE SEE DETAIL XX/AEXX.

5 ELEVATOR SHAFT AT SOUTHEAST CORNER OF

PARKING STRUCTURE.

6 EGRESS STAIR ENCLOSURE AT THE NORTHEAST

CORNER OF PARKING STRUCTURAL.

7 CAST IN PLACE RETAINING WALL AT EAST SIDE OF

PARKING STRUCTURE.

8 AUXILIARY SPACES FOR IT, SECURITY LOCATED

INSIDE PARKING STRUCTURAL SEE AE101 FOR

EXACT LOCATION.

9 PRECAST CONCRETE PANELS, SEE STRUCTURAL

DRAWINGS.

10 8" CMU INFILL BETWEEN P.C STRUCTURAL

MEMBERS, SEE STRUCTURAL DRAWINGS P.C.

MEMBERS.

A. SEE CIVIL DRAWINGS FOR ALL ELEVATIONS A7

GRADE AROUND THE PARKING STRUCTURE.

B. SEE STRUCTURAL DRAWINGS FOR ALL

ELEVATIONS AT DECK LEVELS INSITE THE

PARKING STRUCTURE.

C. SEE ELECTRICAL DRAWINGS FOR ALL EQUIPMENT

LOCATED IN THE ELECTRICAL SPACES INSIDE

PARKING STRUCTURE

D. SEE TECHNOLOGY DRAWINGS FOR I.T EQUIPMENT

AND REQUIREMENTS LOCATED IN THE I.T AND

SECURITY SPACES INSIDE PARKING STRUCTURE.

E. SEE MECHANICAL DRAWINGS FOR MECHANICAL

EQUIPMENT LOCATION AND REQUIREMENTS

LOCATED INSIDE PARKING STRUCTURE.

F. SEE ARCHITECTURAL WATERPROOFING

DRAWINGS (AW) FOR WATERPROOFING

REQUIREMENTS OF ALL CONCRETE AGAINST SOIL

/ GRADE.

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

PRECAST FLOOR

STRUCTURE, SEE

STRUCTURAL

DRAWINGS

PRECAST CONCRETE

WALL. SEE STRUCTURAL

DRAWINGS

FALL PROTECTION

ALUMINUM FRAME AND

MESH SECURED TO

PRECAST AND COLUMNS

FALL PROTECTION

ALUMINUM FRAME AND

MESH SECURED TO

PRECAST AND COLUMNS

PRECAST CONCRETE

COLUMN

BITUMINOUS DAMP

PROOFING ON C.I.P

FOUNDATION

WALL BELOW GRADE

LEVEL 2

VARIES

LEVEL 1

VARIES

ROOF

25' - 8"

A

LEVEL 02 NE STAIR

11' - 7"

SLOPE: 1/4"

CONCRETE FIBER

CANT STRIP

EXTERIOR

SIGNAGE

AE501

LEVEL 1

0"

TOP OF BEAM

17' - 0"

AE501

FOUNDATION

SEE STRUCTURAL

DRAWINGS

C.I.P FOUNDATION

WALL, SEE

STRUCTURAL

DRAWINGS

METAL COPING

AE501

BRICK MASONRY

WITH CONT.

WATER PROOFING

MEMBRANE ON

STRUCTURAL P.C.

ARCHITECTURAL

PRECAST PANEL

SECURED TO

STRUCTURAL P.C.

EXTERIOR

SIGNAGE

EXTENDS OUT

1" FROM PANEL

STRUCTURAL

PRECAST SANDWICH

PANEL, MIN R-13

INSULATION REQUIRED

BITUMINOUS DAMP

PROOFING ON C.I.P

FOUNDATION

WALL BELOW GRADE

BRICK MASONRY

WITH CONT.

WATER PROOFING

MEMBRANE ON

STRUCTURAL P.C.

PRECAST CONCRETE

FLOOR SLAB, SEE

STURCTURAL DRAWINGS

DRIP EDGE

FLASHING

ROOF

25' - 8"

A

DRIP EDGE FLASHING

MORTAR NET

SLOPE: 1/4"

FOUNDATION

SEE STRUCTURAL

DRAWINGS

C.I.P FOUNDATION

WALL, SEE

STRUCTURAL

DRAWINGS

STRUCTURAL

PRECAST WALL

BRICK TIE EVERY

@ 16" O.C.

AE501

BRICK MASONRY WITH

CONT. WATER

PROOFING MEMBRANE

ON STRUCTURAL P.C.

ALLUMINUM

CURTAIN WALL

SYSTEM

LEVEL 1

0"

EXTERIOR SIGNAGE

EXTENDS OUT 1"

FROM PANEL

PRECAST CONCRETE

FLOOR SLAB, SEE

STURCTURAL DRAWINGS

BITUMINOUS DAMP

PROOFING ON C.I.P

FOUNDATION

WALL BELOW GRADE

METAL COPING

STAIR LANDING

5' - 9 1/2"

WATER STOP FORMED

INTO CONCRETE

AE501

ARCHITECTURAL

P.C. PANEL

A

LEVEL 02 NE STAIR

11' - 7"

LEVEL 1

0"

TOP OF BEAM

17' - 0"

BITUMINOUS DAMP

PROOFING ON C.I.P

FOUNDATION

WALL BELOW GRADE

METAL COPING

CAP ON P.C.

EXTERIOR SIGNAGE

EXTEND OUT 1"

FROM PANEL

STRUCTURAL

PRECAST SANDWICH

PANEL, MIN R-13

INSULATION REQUIRED

BRICK MASONRY WITH

CONT. WATER

PROOFING MEMBRANE

ON STRUCTURAL P.C.

ARCHITECTURAL

PRECAST PANEL

SECURED TO

STRUCTURAL P.C.

DRIP EDGE

FLASHING

AE501

ROOF

25' - 8"

ROOF

25' - 8"

1.6

LEVEL 1

0"

TOP OF BEAM

17' - 0"

SLOPE: 1/4"

PRECAST CONCRETE

BEAM FOR FUTURE LANDING,

SEE STRUCTURAL DRAWINGS

PRECAST CONCRETE

COLUMN BEYOND

PRECAST CONCRETE

BEAM AT LANDING,

SEE STRUCTURAL DRAWINGS

CURTAIN WALL SPANDREL AT

CONCRETE BEAM

ALUMINUM CURTAIN

WALL SYSTEM

CURTAIN WALL SPANDREL AT

CONCRETE BEAM

FOUNDATION

SEE STRUCTURAL

DRAWINGS

BITUMINOUS DAMP

PROOFING ON C.I.P

FOUNDATION

WALL BELOW GRADE

PRECAST STAIR LANDING, SEE

STURCTURAL DRAWINGS

PRECAST CONCRETE

SPANDREL, SEE

STRUCTURAL DRAWINGS

PRECAST CONCRETE FLOOR

SLAB, SEE STURCTURAL

DRAWINGS

CONCRETE FOUNDATION,

SEE STRUCTURAL

DRAWINGS

METAL COPING

AE501

AE501

AE501

SILL FLASHING

STAIR LANDING

5' - 9 1/2"

WATER STOP FORMED

INTO CONCRETE

AE501

SIM

STEEL HAND/GUARD RAIL,

ATTACHED TO CONCRETE

COLUMNS ON EACH SIDE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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U .r v t

AE303

WALL SECTIONS

13 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

WALL SECTION - NORTH

CENTRAL BAY

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

WALL SECTION THRU SW ELEVATOR BANK

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

WALL SECTION THRU SW STAIR CURTAIN WALL AND

PRECAST PANEL

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

WALL SECTION THRU ELEVATOR EQUIPMENT ROOM

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

WALL SECTION THRU SW-STAIR CURTAIN WALL SYSTEM

ROOF

25' - 8"

C

CAST IN PLACE

CONCRETE WALL, SEE

STRUCTURAL

DARWINGS

STANDING SEAM METAL

ROOF ON METAL DECK,

SEE STRUCTURAL

DRAWINGS

GALV. METAL GUTTER

ATTACHED TO BENT

PLATE, MATCH SSMR

FINISH

B.6

PRECAST CONCRETE

SPANDREL/BEAM

PRECAST

CONCRETE TWIN

TEE

LEVEL 1

0' - 0"

AE702

FALL PROTECTION

ALUMINUM FRAME

AND MESH SECURED

TO PRECAST PANEL

AND COLUMNS

C

LOWER LEVEL

-4' - 0"

LEVEL 02 NE STAIR

11' - 7"

B.6

PRECAST CONCRETE

SPANDREL/BEAM

PRECAST

CONCRETE TWIN

TEE WITH TOPPING

SLAB, SEE

STRUCTURAL

DRAWINGS

CAST IN PLACE

CONCRETE WALL, SEE

STRUCTURAL

DARWINGS

STANDING SEAM METAL

ROOF ON METAL DECK,

SEE STRUCTURAL

DRAWINGS

GALV. METAL GUTTER

ATTACHED TO BENT

PLATE, MATCH SSMR

FINISH

CAST IN PLACE

CONCRETE COLUMN

AE501

AE501

LEVEL 1

0' - 0"

FALL PROTECTION

ALUMINUM FRAME

AND MESH SECURED

TO PRECAST PANEL

AND COLUMNS

STEEL BEAMS,

SEE STRUCTURAL

DRAWINGS

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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U .r v t

AE304

WALL SECTIONS

14 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

COVERED WALK ROOF - SECTION 01

A. SEE STRUCTURAL DRAWINGS FOR ALL STEEL

FRAMING MEMBER FOR COVERED WALK ROOF

ASSEMBLY.

B. SEE CIVIL DRAWINGS FOR FINISH GRADE

ELEVATIONS AROUND GARAGE STRUCTURE.

C. SEE STRUCTURAL DRAWINGS FOR SLAB

ELEVATIONS INSIDE GARAGE STRUCTURE.

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

COVERED WALK ROOF - SECTION

C

1 2 3 4

AE701

AE302

AE302

RAMP DOWN

SLOPE = 1:20

RAMP DOWN

SLOPE = 1:20

40'-1 1/2"7'-0"40'-0"

STAIRS DOWN

8 TREADS, 9 RISERS

AE401

AE202

1_____

AE303

SLOPE CONCRETE2

B

A

AE304

15'-11 1/2" 12'-0" 16'-0" 12'-0" 16'-0" 7'-0 1/2" 11"

1.6 3.9

B.6

14'-6" 2'-0"

6 5 6 6 65 5

ELEV

E1

ELEV

E2

S1.1 100 101

204 SF

ELEV

EQUIP

82 SF

MECH

STAIR

S1

AE303

AE303

AE701

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

ROOF

25' - 8"

LOWER LEVEL

-4' - 0"

1 2 3

AE302

AE303

LEVEL 01 NE STAIR

-1' - 2"

LEVEL 02 NE STAIR

11' - 7"

AE304

1.6

LEVEL 1

0"

AE303

W2

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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U .r v t

AE401

ENLARGED PLANS AND SECTIONS

15 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

ENLARGED PLAN - ACCESSIBLE RAMP

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

SECTION AT EXTERIOR RAMP

1 STOREFRONT WINDOW AND DOOR AROUND

ELEVATOR LOBBY AT SECOND LEVEL OF PARKING

STRUCTURE.

2 SLOPE CONCRETE WALL DOWN EVENLY WITH THE

ADA RAMP AT 4'-0" ABOVE RAMP AS INDICATED,

SEE DETAIL 6/AE702

3 ALUMINUM MESH SYSTEM WITH ALUMINUM FRAME

BETWEEN PRECAST CONCRETE MEMBERS,

SUICIDE/FALL PREVENTION SYSTEM.

4 ELEVATOR SHAFT FOR FUTURE ELEVATOR.

5 ARCHITECTURAL PRECAST ATTACHED TO

STRUCTURAL PRECAST PANEL.

6 BRICK MASONRY VENEER AGAINST STRUCTURAL

PRECAST PANEL.

7 EXPOSED STRUCTURE WITH TEXTURED FINISH.

8 CONCRETE ADA RAMP ON GRADE, SLOPED AS

INDICATED DOWN TO GRADE, SEE STRUCTURAL

DRAWINGS.

9 ELEVATOR PIT LADDER SEE SPECIFICATION

SECTION 05 50 00, EXTEND LADDER LIP 48" ABOVE

ELEVATOR LOBBY FIRST LEVEL.

10 ELEVATOR SUMP PUMP PIT, SEE INSTALLED

EQUIPMENT FOR REQUIRED SIZING.

11 PARAPET OF ROOF BEYOND

N O

R T

H0 2 4 8

A. SEE STRUCTURAL DRAWINGS FOR ALL STEEL

FRAMING MEMBER FOR COVERED WALK ROOF

ASSEMBLY.

B. SEE CIVIL DRAWINGS FOR FINISH GRADE

ELEVATIONS AROUND GARAGE STRUCTURE.

C. SEE STRUCTURAL DRAWINGS FOR SLAB

ELEVATIONS INSIDE GARAGE STRUCTURE.

D. SEE ARCHITECTURAL WATERPROOFING

DRAWINGS (AW) FOR WATERPROOFING

REQUIREMENTS OF ALL CONCRETE AGAINST

SOIL / GRADE.

D

E

140 SF

IT

262 SF

ELEC

118 SF

SEC

AE301

_____2

AE301

AE302

AE302

6'-0"10'-0"

5.5

D

E

AE301

_____2

AE301

AE302

AE302

5.5

IT

ELEC

SEC

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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U .r v t

AE402

ENLARGED PLANS

16 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

TM

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

ENLARGED PLAN

N O

R T

H0 2 4 8

A. SEE STRUCTURAL DRAWINGS FOR ALL STEEL

FRAMING MEMBER FOR COVERED WALK ROOF

ASSEMBLY.

B. SEE CIVIL DRAWINGS FOR FINISH GRADE

ELEVATIONS AROUND GARAGE STRUCTURE.

C. SEE STRUCTURAL DRAWINGS FOR SLAB

ELEVATIONS INSIDE GARAGE STRUCTURE.

D. SEE ELECTRICAL DRAWINGS FOR EQUIPMENT

REQUIREMENTS IN SPACES INDICATED.

E. SEE MECHANICAL DRAWINGS FOR HVAC

REQUIREMENTS IN SPACES INDICATED.

F. SEE ARCHITECTURAL WATERPROOFING

DRAWINGS (AW) FOR WATERPROOFING

REQUIREMENTS OF ALL CONCRETE AGAINST

SOIL / GRADE.

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

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

ENLARGED REFLECTED CEILING PLAN

N O

R T

H0 2 4 8

1 PROVIDE 3 5/8" METAL STUD FRAMING WITH 4"

BATT INSULATION AND 5/8" MOISTURE RESISTANT

GYP. BOARD, TAPPED AND FINISHED UP TO

STRUCTURE ABOVE ON ONE SIDE(ALL WALLS)

2 NEW LIGHT FIXTURES, SEE ELECTRICAL

DRAWINGS FOR TYPE AND SIZES.

3 PRECAST CONCRETE STRUCTURAL SYSTEM, SEE

STRUCTURAL DRAWINGS.

4 PRECAST CONCRETE STRUCTURAL WALL PANELS,

SEE STRUCTURAL DRAWINGS.

5 8" CMU INFILL BETWEEN P.C STRUCTURAL

MEMBERS, SEE STRUCTURAL DRAWINGS P.C.

MEMBERS.

ROOF

25' - 8"

TPO ROOF

MEMBRANESLOPE: 1/4"

ALUMINUM CURTAIN

WALL SYSTEM

TAPERED RIGID INSULATION

MIN R-25

CONT. FIBER

CANT STRIP

WOOD BLOCKING

ATTACHED TO

PRECAST

CONCRETE ROOF PLANK

SLAB SEE STRUCTURAL

DRAWINGS

STRUCTURAL PRECAST

CONCRETE WALL PANEL

METAL COPING CAP

W/CONT. CLEAT,

MATCH CURTAIN WALL

COLOR AND FINISH

1.6

CONTINUOUS SEALANT

WITH BACKER ROD

P.T./F.T. WOOD SHIM

CONTINUOUS

METAL FLASHING

P.C CONCRETE

COLUMN - SEE

STRUCTRUAL DWGS

CONT. SEALANT

W/BACKER ROD

ALUMINUM CURTAIN

WALL SYSTEM

STRUCTURAL PRECAST

PANEL

CONT. 1" AIR

SPACE BETWEEN

STRUCT.

PRECAST AND

FACE BRICK

BRICK MASONRY

1.6

CONT. SHEET

WATER PROOFING

ON STRUCT. P.C

TEXTURED FINISH

A

STRUCTURAL

PRECAST PANEL SEE

STRUCTURAL

DRAWINGSBRICK MASONRY

W/1" AIR SPACE

AND CONT. SHEET

WATER PROOFING

C..I.P CONCRETE

FOUNDATION WALL

ARCHITECTURAL

PRE CAST

LEVEL 1

0"

METAL FLASHING

W/ CONT.

SEALANT

CONT. METAL

FLASHING

A

CONT. SHEET WATER

PROOFING

STRUCTURAL PRECAST

PANEL SEE STRUCTURAL

DRAWINGS

CONT. METAL SILL

FLASHING PER

CURTAIN WALL

MANUFACTURER

ALUMINUM CURTAIN

WALL SYSTEM

BRICK MASONRY

WITH 1" AIR SPACE

CONT. SEALANT AT

EDGE OF SILL

FLASHING

P.T./F.T. WOOD SHIM

SEALANT W/ BACKER ROD

A

LEVEL 02 NE STAIR

11' - 7"

CONT. 1" AIR SPACE W/

CONT. SHEET WATER

PROOFING

STRUCTURAL PRECAST

PANEL W/TEXTURE

FINISH.

BRICK MASONRY W/

WALL TIES TO PANEL @

16" O.C.

FLASHING SHEET

ATTACHED TO

PRECAST

SHELF ANGLE, SEE

STRUCTURAL

DRAWINGS.

METAL FLASHING

ATTACHED TO PRECAST

PANEL W/ CONT. SEALANT

BOTTOM EDGE

ARCHITECTURAL

PRE CAST PANEL

ATTACHED TO

STRUCTURALLY P.C.

CONT. SHEET WATER

PROOFING

METAL FLASHING W CONT

SEALANT BOTTOM EDGE

CONT. KEY GROVE FORMED IN

PRECAST TO INSTALL REGLET,

FILL W/ SEALANT AFTER

REGLET INSTALLED

1.6

ALUMINUM CURTAIN

WALL SYSTEM

PRECAST CONCRETE

BEAM, SEE STRUCTURAL

DRAWINGS

CURTAIN WALL

SPANDREL

STEEL ANGLE

ATTACHED TO P.C.

BEAM AND CURTAIN

WALL SYSTEM

1.6

CONCRETE

FOUNDATION WALL,

SEE STRUCTURAL

DRAWINGS

ALUMINUM CURTAIN

WALL SYSTEM

LEVEL 1 SLAB

CONT. METAL SILL

FLASHING PER

CURTAIN WALL

MANUFACTURER'S

P.T./F.T. WOOD SHIM

SEALANT W/

BACKER ROD

SEALANT

B.6B.6B.6B.6

STANDING SEAM

METAL ROOF

ROOF

FASTENERS

BENT PLATE, SEE

STRUCTURAL

DRAWINGS

GALV METAL

GUTTER

CAULKING

VAPOR

BARRIER

STRUCTURAL

METAL DECK

FLASHING

CC

LEVEL 02 NE STAIR

11' - 7"

LEVEL 2 SLAB

STRUCTURAL

PRECAST PANEL

STRUCTURAL INBED

CONNECTION POINTS, SEE

STURCTURAL DRAWINGS

STANDING SEAM

METAL ROOF

STRUCTURAL METAL

DECK

BRACING FOR I

BEAM

STRUCTURAL I BEAM

SEALANT

METAL REGLET WITH

CONTINUOUS KEY

SLOT IN PRECAST

PANEL

4" TALL CONTINUOUS

METAL FLASHING

FULL ADHERED MEMBRANE

FLASHING SHEET

A

METAL COPING CAP W/

CONTINUOUS CLEATS,

MATCH CURTAIN WALL

COLOR

CONTINUOUS

SHEET

WATERPROOFING

BRICK MASONRY W/

WALL TIES TO

STRUCTURAL P.C.

PANEL

ARCHITECTURAL

P.C. PANEL

STRUCTURAL P.C.

PANEL

BASE FLASHING

MEMBRANE UP OVER

TOP OF WALL

CONTINUOUS FIBER

CANT STRIP

TPO ROOF MEMRANE

OVER RIGID

INSULATION (MIN R-25)

CONCRETE

ROOF SLAB

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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DETAILS

17 20AT

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

July 8, 2022

100% CONSTRUCTION DOCUMENTS

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