Attachment 4 - 4G Plans pg 51 to 100.pdf

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Attached to
Construct 4G Cancer Center Project -San Antonio, Texas (VA-21-00030263)
Solicitation number
36C77622B0021
Issued by

About this file

This document provides details for a federal contract solicitation to construct additions to the Fourth Floor of the Audie L. Murphy VA Hospital Cancer Center in San Antonio, Texas. The solicitation number is 36C77622B0021 and is seeking construction of a Chemotherapy Treatment Unit, Chemotherapy Pharmacy, Apheresis, Medical-Surgery Clinic and Administration offices. The contracting agency is the Department of Veterans Affairs Headquarters. The response is due by the date specified in the full solicitation document. The selected contractor will be responsible for completing the construction project to add these units to the Fourth Floor of the VA cancer center located in San Antonio, Texas.

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Text version

PT-1

CT-1 COVE BASE

AS-508

AS-509

AS-509

AS-509

AS-509

PT-1

CT-1 COVE BASE

CT-1 COVE BASE

WALL MOUNTED LAVATORY

REF. MEP DRAWINGS

SOAP / PAPER TOWEL

DISPENSER PROVIDED

AND INSTALLED BY VA

WALL MOUNTED EYEWASH/

DRENCH HOSE REF. MEP

DRAWINGS

PT-1

PT-1

CT-1 COVE BASE

BIO-SAFETY CABINET

SOAP / PAPER TOWEL

DISPENSER PROVIDED

AND INSTALLED BY VA.

PT-1

CT-1 COVE BASE

CT-1 COVE BASE

PT-1

STAINLESS STEEL

PASS-THRUPT-1

AS-508

PT-1

CT-1 COVE BASECT-1 COVE BASE

BIO-SAFETY CABINETS

PT-1

CT-1 COVE BASE

PT-1

PT-1

BIO-SAFETY CABINETS

STAINLESS STEEL

PASS-THRU

CT-1 COVE BASE

PT-1

STAINLESS STEEL

PASS-THRU8

AS-508

6" 6"

2' - 0"

6"CT-1 COVE BASE

CT-1

CT-2

CT-1 BULLNOSE

PT-1

6" 6"

2' - 0"

6"CT-1 COVE BASE

CT-1

CT-2

36" GRAB BAR

(2' -10" A.F.F)

CT-1 BULLNOSE

LAVATORY PT-1

6" 2' - 0"

6"6"

1' - 3 1/2"

CT-1 COVE BASE

CT-1

CT-2

CT-1 BULLNOSE

36" GRAB BAR

(2' -10" A.F.F.)

WATER CLOSET

REF. PLUMBING

DRAWINGS

PT-1

6" 6"

2' - 0"

6" CT-1 COVE BASE

CT-1

CT-2

CT-1 BULLNOSE

PT-1

1' - 6"2' - 10 3/4"1' - 6"1' - 6"

2' - 10 1/4" 1' - 8"

2' - 6"

CT-1 COVE BASE

SOLID SURFACE

LOWER CABINETS

REFRIGERATOR

LAVATORY -REF. MEP

SOLID SURFACE

LOWER CABINETS

SOLID SURFACE

UPPER CABINETS

SOLID SURFACE

COUNTER TOP

SOLID SURFACE

BACKSPLASH

EQUIPMENT ITEMS

INSTALLED ITEMCO

NTRACTO

R FURNISHED

CO

NTRACTO

R INSTALLED

O W

NER FURNISHED

O

W

NER INSTALLED

O W

N

ER

FU

R

N

ISHED

CO

NTRACTO

R INSTALLED

TELECOMMUNICATION OUTLET

TELEPHONE, WALL MOUNTED

FLOAT GLASS MIRROR WITH FRAME

SOAP DISPENSER

SURFACE MOUNTED PAPER

TOWEL DISPENSER

SURFACE MOUNTED GLOVE DISPENSER

SHARPS WASTE DISPOSAL UNIT

1 1/4" DIA. GRAB BAR, WALL MOUNTED

GARMENT HOOK, SURFACE MOUNTED

CUBICLE TRACK, SURFACE MOUNTED

CABINET LAVATORY

CABINET, WALL HUNG

LAVATORY

SPHYGMOMANOMETER, WALL MOUNTED

VITAL SIGNS MONITOR

OTOSCOPE

EXAM LIGHT

PATIENT EXAM/ TREATMENT TABLE

TOILET TISSUE DISPENSER

LAVATORY

TOILET

ACCESSORY MOUNTING RAIL

LIFT SYSTEM

SUPPLY LOCKER

AIR FLOWMETER

OXYGEN FLOWMETER

X

PRINTER

RETRACTABLE WORK STATION

MINI TOWER COMPUTER

FLAT SCREEN TELEVISION

CLOCK

BULLETIN BOARD

PAMPHLET RACK

WASTEPAPER BASKET

EXAM STOOL

BARIATRIC CHAIR

GENERAL STORAGE CART

COUNTERTOP

VACUUM REGULATOR

LINEN HAMPER

INFECTIOUS WASTE BIN

IV STAND

MOBILE STRETCHER

ELECTROCARDIOGRAPH

ADJUSTABLE INSTRUMENT TABLE

PORTABLE DEFIBRILLATOR

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

STAINLESS STEEL PASS THROUGHX

BIOSAFETY CABINETX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

VAH

4G

C

AN

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ER

C

EN

TER

/ALM

VAH

_4G

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C H

_08182020.rvt

9/10/2020 5:04:18 PM

AS-417

CONSTRUCTION

DOCUMENTS -100%

INTERIOR ELEVATIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1/4" = 1'-0" 1HAZARDOUS STORAGE -J403 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 2HAZARDOUS STORAGE -J403 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 3HAZARDOUS STORAGE -J403 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 4HAZARDOUS STORAGE -J403 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 5HAZARDOUS BUFFER ROOM -J404 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 6HAZARDOUS BUFFER ROOM -J404 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 7HAZARDOUS BUFFER ROOM -J404 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 8HAZARDOUS BUFFER ROOM -J404 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 9NON-HAZARDOUS BUFFER ROOM -J406 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 10NON-HAZARDOUS BUFFER ROOM -J406 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 11NON-HAZARDOUS BUFFER ROOM -J406 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 12NON-HAZARDOUS BUFFER ROOM -J406 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 13NON-HAZARDOUS STORAGE -J407 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 14NON-HAZARDOUS STORAGE -J407 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 15NON-HAZARDOUS STORAGE -J407 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 16NON-HAZARDOUS STORAGE -J407 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 17TOILET -G402.1 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 18TOILET -G402.1 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 19TOILET -G402.1 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 20TOILET -G402.1 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 21PHARMACY BREAK ROOM -J401 -WEST INT. ELEVATION

CT-1 COVE BASE

STAINLESS STEEL

PASS-THRU

REFRIGERATOR /

FREEZER PROVIDED

AND INSTALLED BY VA

PT-1

BIO-SAFETY CABINET

CT-1 COVE BASE

PT-1

Revisions:Date:

6" 6"

2' - 0" 6"

CT-1 BULLNOSE

CT-2

CT-1

CT-1 COVE BASE

PT-1

6" 6"

2' - 0" 6"

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

PT-1

CT-1

1' - 6"5' - 7 1/2"1' - 6"

6" 2' - 0"

6"6"

CT-1 BULLNOSE

CT-2 PT-1

CT-1

MIRROR

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

WATER CLOSET

REF. PLUMBING

DRAWINGS

LAVATORY

SOAP DISPENSER

PAPER TOWEL DISPENSER

6" 6"

2' - 0" 6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

WATER CLOSET

REF. PLUMBING

DRAWINGS

1' - 6"5' - 0"

6" 6"

2' - 0" 6"

PT-1

CT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

6" 6"

2' - 0" 6"

PT-1

CT-1

6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

CT-1

1' - 3"5' - 7"

6" 6"

2' - 0" 6"

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

LAVATORY

CT-1

SOAP DISPENSER

PAPER TOWEL DISPESER

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

PT-1

6" 6"

2' - 0" 6"

CT-1

1' - 6"6' - 5 1/4"2' - 11"

CT-1 BULLNOSE

CT-2 36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

WATER CLOSET

REF. PLUMBING

DRAWINGS

LAVA

TOR

Y

PT-1

CT-1

PAPER TOWEL DISPENSER

SOAP DISPENSER

6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F)

CT-1 COVE BASE

WATER CLOSET

REF. PLUMBING

DRAWINGS

LAVATORY

PT-1

CT-1

SOAP DISPENSER

PAPER TOWEL DISPENSER

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

36" GRAB BAR

(2'-10" A.F.F)

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

CT-1 BULLNOSE

CT-2

36" GRAB BAR

(2'-10" A.F.F CT-1 COVE BASE

WATER CLOSET

REF. PLUMBING

DRAWINGS

LAVA

TOR

Y

PT-1

CT-1

LAVATORY

MIRROR

SOAP DISPENSER

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

UTILITY CART

PT-1

LAVATORY

CT-1 SOAP

DISPENSER

PAPER

TOWEL

DISPENSER

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

CT-1

PT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

CT-1

PT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

EYE WASH

STATION

LAVA

TOR

Y

PT-1

CT-1PAPER TOWEL DISPENSER

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

PT-1

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

CT-1

6" 2' - 0"

6"6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

2' - 6" 6"6"

CT-1 BULLNOSE

CT-2

CT-1 COVE BASE

PT-1

CT-1

EQUIPMENT ITEMS

INSTALLED ITEMCO

NTRACTO

R FURNISHED

CO

NTRACTO

R INSTALLED

O W

NER FURNISHED

O

W

NER INSTALLED

O W

N

ER

FU

R

N

ISHED

CO

NTRACTO

R INSTALLED

TELECOMMUNICATION OUTLET

TELEPHONE, WALL MOUNTED

FLOAT GLASS MIRROR WITH FRAME

SOAP DISPENSER

SURFACE MOUNTED PAPER

TOWEL DISPENSER

SURFACE MOUNTED GLOVE DISPENSER

SHARPS WASTE DISPOSAL UNIT

1 1/4" DIA. GRAB BAR, WALL MOUNTED

GARMENT HOOK, SURFACE MOUNTED

CUBICLE TRACK, SURFACE MOUNTED

CABINET LAVATORY

CABINET, WALL HUNG

LAVATORY

SPHYGMOMANOMETER, WALL MOUNTED

VITAL SIGNS MONITOR

OTOSCOPE

EXAM LIGHT

PATIENT EXAM/ TREATMENT TABLE

TOILET TISSUE DISPENSER

LAVATORY

TOILET

ACCESSORY MOUNTING RAIL

LIFT SYSTEM

SUPPLY LOCKER

AIR FLOWMETER

OXYGEN FLOWMETER

X

PRINTER

RETRACTABLE WORK STATION

MINI TOWER COMPUTER

FLAT SCREEN TELEVISION

CLOCK

BULLETIN BOARD

PAMPHLET RACK

WASTEPAPER BASKET

EXAM STOOL

BARIATRIC CHAIR

GENERAL STORAGE CART

COUNTERTOP

VACUUM REGULATOR

LINEN HAMPER

INFECTIOUS WASTE BIN

IV STAND

MOBILE STRETCHER

ELECTROCARDIOGRAPH

ADJUSTABLE INSTRUMENT TABLE

PORTABLE DEFIBRILLATOR

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

STAINLESS STEEL PASS THROUGHX

BIOSAFETY CABINETX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

VAH

4G

C

AN

C

ER

C

EN

TER

/ALM

VAH

_4G

C

AN

C

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C

EN

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_AR

C H

_08182020.rvt

9/10/2020 4:32:47 PM

AS-418

INTERIOR ELEVATIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1/4" = 1'-0" 1TOILET -G412 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 2TOILET -G412 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 3TOILET -G412 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 4TOILET -G412 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 5STAFF TOILET -G410 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 6STAFF TOILET -G410 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 7STAFF TOILET -G410 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 8STAFF TOILET -G410 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 9TOILET -G411 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 10TOILET -G411 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 11TOILET -G411 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 12TOILET -G411 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 13TOILET -H401 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 14TOILET -H401 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 15TOILET -H401 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 16TOILET -H401 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 17TOILET -I402 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 18TOILET -I402 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 19TOILET -I402 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 20TOILET -I402 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 21SOILED UTILITY -G431 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 22SOILED UTILITY -G431 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 23SOILED UTILITY -G431 -SOUTH INT. ELEVATIONSCALE: 1/4" = 1'-0" 24SOILED UTILITY -G431 -WEST INT. ELEVATION

SCALE: 1/4" = 1'-0" 25CLEAN UTILITY -G432 -NORTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 26CLEAN UTILITY -G432 -EAST INT. ELEVATION

SCALE: 1/4" = 1'-0" 27CLEAN UTILITY -G432 -SOUTH INT. ELEVATION

SCALE: 1/4" = 1'-0" 28CLEAN UTILITY -G432 -WEST INT. ELEVATION

PT-1

AS-508

AS-508

11' - 2 7/8"10' - 5 1/8"3"

PT-1

RB

1' - 11 3/4"

SOLID SURFACE

RB

PT-1

EQUIPMENT ITEMS

INSTALLED ITEMCO

NTRACTO

R FURNISHED

CO

NTRACTO

R INSTALLED

O W

NER FURNISHED

O

W

NER INSTALLED

O W

N

ER

FU

R

N

ISHED

CO

NTRACTO

R INSTALLED

TELECOMMUNICATION OUTLET

TELEPHONE, WALL MOUNTED

FLOAT GLASS MIRROR WITH FRAME

SOAP DISPENSER

SURFACE MOUNTED PAPER

TOWEL DISPENSER

SURFACE MOUNTED GLOVE DISPENSER

SHARPS WASTE DISPOSAL UNIT

1 1/4" DIA. GRAB BAR, WALL MOUNTED

GARMENT HOOK, SURFACE MOUNTED

CUBICLE TRACK, SURFACE MOUNTED

CABINET LAVATORY

CABINET, WALL HUNG

LAVATORY

SPHYGMOMANOMETER, WALL MOUNTED

VITAL SIGNS MONITOR

OTOSCOPE

EXAM LIGHT

PATIENT EXAM/ TREATMENT TABLE

TOILET TISSUE DISPENSER

LAVATORY

TOILET

ACCESSORY MOUNTING RAIL

LIFT SYSTEM

SUPPLY LOCKER

AIR FLOWMETER

OXYGEN FLOWMETER

X

PRINTER

RETRACTABLE WORK STATION

MINI TOWER COMPUTER

FLAT SCREEN TELEVISION

CLOCK

BULLETIN BOARD

PAMPHLET RACK

WASTEPAPER BASKET

EXAM STOOL

BARIATRIC CHAIR

GENERAL STORAGE CART

COUNTERTOP

VACUUM REGULATOR

LINEN HAMPER

INFECTIOUS WASTE BIN

IV STAND

MOBILE STRETCHER

ELECTROCARDIOGRAPH

ADJUSTABLE INSTRUMENT TABLE

PORTABLE DEFIBRILLATOR

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

STAINLESS STEEL PASS THROUGHX

BIOSAFETY CABINETX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

VAH

4G

C

AN

C

ER

C

EN

TER

/ALM

VAH

_4G

C

AN

C

ER

C

EN

TER

_C

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_AR

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_08182020.rvt

9/10/2020 4:32:49 PM

AS-419

INTERIOR ELEVATIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1/4" = 1'-0" 1RECEPTION F404 -NORTH

SCALE: 1/4" = 1'-0" 2RECEPTION F404 -WEST

SCALE: 1/4" = 1'-0" 3RECEPTION F404 -EAST

RB

UP

145144143142141140139138137136

135 134 133 132 131 130 129 128 127 126 UP

133 132 131 130 129 128 127

143142141140139138137136135134

DN

126125124123122121

133 132 131 130 129 128 127

DN

143142141140139138137136135134

153 152 151 150 149 148 147 146 145 144

DN

DN

DN

UP

UP

126125124123122121120

133 132 131 130 129 128 127

DN

UP

126125124123122121120

133 132 131 130 129 128 127

B

11.111.212

STAIR 11

4S11

A.2

AS-421

AS-425

AS-511

AS-512

AS-512

AS-511

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

4' - 0" 5 3/4"

4' - 0"

22' - 0"

4 1/2"20' - 6"1' - 6"

5' - 9 1/4"

9 TREADS @ 11 3/4"

8' - 9 3/4" (VERIFY)6' - 3 1/4"

5' - 9 1/2"

9 TREADS @ 11 3/4"

8' - 9 3/4"6' - 3 1/4"

1' - 0"1' - 0"

1' - 0"1' - 0"

4S11

E

1111.0511.1

STAIR 12

4S12

AS-421

2' - 0"

AS-511

AS-512

AS-422

1' - 0"8' - 5 3/8"

6 TREADS @ 11 3/4"

5' - 10 1/2" (VERIFY)6' - 8 1/8"4 3/8"

4' 1/2"

4' - 0 1/2"

2" 3' - 11"

22' - 0"

1' - 0"

1' - 0" 1' - 0"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

4S12

E

7.1

STAIR 10

4S10

AS-421

2' - 0"

AS-511

AS-512

7' - 4 1/2"

6 TREADS @ 11 3/4"

5' - 10 1/2" (VERIFY) 9' - 4"

3' - 11" 2"

3' - 11"

8' - 0" 1 1/2"

1' - 0"2' - 0"

2' - 0"1' - 0"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

AS-422

4S10

E

7.1

AS-421

8' - 0" 1 1/2"

3' - 11" 2"

3' - 11"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

2' - 0"1' - 0"

1 1/2" DIAMETER STEEL

GUARDRAIL, EXTEND

AND ATTACH TO WALL -

PAINT

STAIR 10

4S10

4' - 6 1/4"

9 TREADS @ 11 3/4"

8' - 9 3/4" (VERIFY)9' - 4"

AS-422

2' - 3"

4S10.1

E

1111.0511.1

AS-421

AS-422

2' - 0" 1' - 0"

1' - 0"5' - 6 1/8"

9 TREADS @ 11 3/4"

8' - 9 3/4" (VERIFY)6' - 8 1/8"4 3/8"

4 1/2"

4' - 0 1/ 2"

2" 3' - 11"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

1 1/2" DIAMETER STEEL

GUARDRAIL ON BOTH SIDES

OF ROOF ACCESS LADDER -

PAINT

ROOF ACCESS LADDER,

CENTER OVER STAIRS

1 1/2" OUTSIDE DIAMETER

STEEL HAND RAIL ON BOTH

SIDES OF ROOF ACCESS

LADDER -PAINT

PAINTED PIPE GATE,

FABRICATE TO MATCH

RAILING -PROVIDE WITH

LOCK

STAIR 12

4S12

4S12.1

B

11.111.212

A.2

AS-421

AS-425

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

4' - 0" 5 3/4"

4' - 0"

22' - 0"

4 1/2"20' - 6"1' - 6"

5' - 9 1/2"

9 TREADS @ 11 3/4"

8' - 9 3/4" (VERIFY)6' - 3 1/4"

5' - 9 1/2"

9 TREADS @ 11 3/4"

8' - 9 3/4" (VERIFY)6' - 3 1/4"

1' - 0"1' - 0"

1' - 0"1' - 0"

4S11.1

B

11.111.212

A.2

AS-421

AS-425

AS-41517

1' - 0"1' - 0"

1' - 0"1' - 0"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

CONNECT NEW HANDRAIL

TO EXISTING HANDRAIL,

VERIFY

4' - 0" 5 3/4"

4' - 0" E

1111.0511.1

AS-421

AS-422

1' - 0"8' - 8 3/8"

6 TREADS @ 11 3/4"

5' - 10 1/2" (VERIFY)

(VERIFY)

6' - 5 1/8" 4 1/2"

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINT

3"

4' - 0 1/2"

3' - 11"

CONNECT NEW HANDRAIL

TO EXISTING HANDRAIL,

VERIFY

2' - 0" 1' - 0"

2' - 0"1' - 0"

STAIR 12

4S12

E

7.1

AS-421

(VERIFY)

7' - 5"

6 TREADS @ 11 3/4"

5' - 10 1/2" (VERIFY)

(VERIFY)

9' - 4 1/2"

8' - 0" 1 1/2"

3' - 11" 2"

3' - 11"

1' - 0"2' - 0"

2' - 0"1' - 0"

STAIR 10

4S10

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

1 1/2" DIAMETER STEEL

HANDRAIL -PAINTCONNECT NEW HANDRAIL

TO EXISTING HANDRAIL,

VERIFY

AS-422

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

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_08182020.rvt

9/10/2020 4:32:55 PM

AS-420

CONSTRUCTION

DOCUMENTS -100%

STAIR PLANSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1/4" = 1'-0" 4ENLARGED PLAN -STAIR 11 FOURTH FLOOR

SCALE: 1/4" = 1'-0" 5ENLARGED PLAN -STAIR 12 FOURTH FLOOR

SCALE: 1/4" = 1'-0" 6ENLARGED PLAN -STAIR 10 FOURTH FLOOR

N N N

SCALE: 1/4" = 1'-0" 9ENLARGED PLAN -STAIR 10 FOURTH FLOOR INTERSTITIAL

SCALE: 1/4" = 1'-0" 8ENLARGED PLAN -STAIR 12 FOURTH FLOOR INTERSTITIAL

SCALE: 1/4" = 1'-0" 7ENLARGED PLAN -STAIR 11 FOURTH FLOOR INTERSTITIALN N N

SCALE: 1/4" = 1'-0" 1ENLARGED PLAN -STAIR 11 THIRD FLOOR INTERSTITIAL

SCALE: 1/4" = 1'-0" 2ENLARGED PLAN -STAIR 12 THIRD FLOOR INTERSTITIAL

SCALE: 1/4" = 1'-0" 3ENLARGED PLAN -STAIR 10 THIRD FLOOR INTERSTITIAL

N N N

A. CONTRACTOR TO SUBMIT SHOP DRAWINGS, REFERENCE STRUCTURAL DRAWINGS.

B. VERIFY EXISTING CONDITIONS AT EACH STAIRWELL INCLUDING BUT NOT LIMITED TO

EXISTING GUARDRAILS, HANDRAILS, RISER AND TREAD DIMENSIONS, FINISHED FLOOR

ELEVATIONS. MATCH EXISTING GUARDRAILS AND HANDRAILS.

C. ALL RISER DIMENSIONS SHALL BE CONSISTENT FROM LANDING TO LANDING.

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

11.111.212

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

11.111.212

STAIR 11

4S11

67' - 9 1/2"

ROOF ASSEMBLY -

MODIFIED BITUMEN ROOF

ON TAPERED INSULATION BOARD

ON REMOVABLE CONCRETE SLAB

REF. STRUCTURAL DRAWINGS

EXISTING STAIR

LANDING TO

REMAIN

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

EXISTING MASONRY

WALL TO REMAIN

EXISTING STEEL

RAILING TO REMAIN,

TYPICAL

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER

PAINTED STEEL HANDRAIL

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

8" REINFORCED CMU WALL

REF. STRUCTURAL

DRAWINGS

REINFORCED BOND BEAMS

AT LANDING CONNECTIONS, TYPICAL

REF. STRUCTURAL DRAWINGS

STEEL TREADS AND

STRINGER

STEEL BEAM

10' - 5 1/2" 11' - 6 1/2"

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

1111.0511.1

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

STAIR 12

4S12

7' - 0" 11' - 0"

7' - 7" 11' - 6"

8' - 9 1/2" 11' - 6"

6' - 9 1/2" 11' - 2 1/2"

18' - 0"

AS-423

AS-423

120.00°

22' - 0"

ROOF ASSEMBLY -

MODIFIED BITUMEN ROOF

ON TAPERED INSULATION BOARD

ON REMOVABLE CONCRETE SLAB

REF. STRUCTURAL DRAWINGS

EXISTING STAIR

LANDING TO

REMAIN

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

EXISTING MASONRY

WALL TO REMAIN EXISTING STEEL

RAILING TO REMAIN,

TYPICAL

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER

PAINTED STEEL HANDRAIL

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

8" REINFORCED CMU WALL

REF. STRUCTURAL

DRAWINGS

REINFORCED BOND BEAMS

AT LANDING CONNECTIONS, TYPICAL

REF. STRUCTURAL DRAWINGS

1 1/2" OUTSIDE DIAMETER,

PAINTED STEEL GUARDRAIL -

SET INTO SLEEVE ANCHORED

TO CONCRETE DECK

3' - 6"

ROOF HATCH

2'-6" X 8'-0"

CANT STRIP

STEEL TREADS AND

STRINGER

STEEL BEAM AND ANGLE

REF. STRUCTURAL

DRAWINGS

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

77.1

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

STAIR 10

4S10

7' - 0" 11' - 0"

7' - 7" 11' - 6"

8' - 9 1/2" 11' - 6"

6' - 9 1/2" 11' - 2 1/2"

18' - 0" 8' - 6"

ROOF ASSEMBLY -

MODIFIED BITUMEN ROOF

ON TAPERED INSULATION BOARD

ON REMOVABLE CONCRETE SLAB

REF. STRUCTURAL DRAWINGS

EXISTING STAIR

LANDING TO

REMAIN

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

EXISTING MASONRY

WALL TO REMAIN EXISTING STEEL

RAILING TO REMAIN,

TYPICAL

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER

PAINTED STEEL HANDRAIL

METAL LANDING WITH

CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

8" REINFORCED CMU WALL

REF. STRUCTURAL

DRAWINGS

REINFORCED BOND BEAMS

AT LANDING CONNECTIONS, TYPICAL

REF. STRUCTURAL DRAWINGS

STEEL BEAM AND ANGLE

REF. STRUCTURAL

DRAWINGS

22' - 8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

VAH

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_08182020.rvt

9/10/2020 4:33:12 PM

AS-421

CONSTRUCTION

DOCUMENTS -100%

STAIR SECTIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 3/16" = 1'-0" 1STAIR SECTION -STAIR 11 WEST / EAST

SCALE: 3/16" = 1'-0" 2STAIR SECTION -STAIR 12 WEST / EAST

SCALE: 3/16" = 1'-0" 3STAIR SECTION -STAIR 10 WEST / EAST

A. CONTRACTOR TO SUBMIT SHOP DRAWINGS, REFERENCE STRUCTURAL DRAWINGS.

B. VERIFY EXISTING CONDITIONS AT EACH STAIRWELL INCLUDING BUT NOT LIMITED TO

EXISTING GUARDRAILS, HANDRAILS, RISER AND TREAD DIMENSIONS, FINISHED FLOOR

ELEVATIONS. MATCH EXISTING GUARDRAILS AND HANDRAILS.

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

E fourth floor interstitial 1041' -10 1/2" third floor 1011' -9 1/2" Level 10 1011' -9 1/2"

Level 11 1023' -3 1/2" 3rd floor interstitial 1023' -3 1/2"

1 1/2" DIAMETER STEEL GUARDRAIL,

CONNECT TO EXISTING -PAINT

ROOF ASSEMBLY -

MODIFIED BITUMEN ROOF

ON TAPERED INSULATION BOARD

ON REMOVABLE CONCRETE SLAB

REF. STRUCTURAL DRAWINGS

EXISTING STAIR LANDING

TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

EXISTING STEEL

RAILING TO REMAIN,

TYPICAL

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

8" REINFORCED CMU WALL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER,

PAINTED STEEL GUARDRAIL -

SET INTO SLEEVE ANCHORED

TO CONCRETE DECK

ROOF HATCH

2'-6" X 8'-0"

CANT STRIP

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER

PAINTED STEEL HANDRAIL

7"

ROOF ACCESS LADDER

PAINTED PIPE GATE, FABRICATE

TO MATCH RAILING, PROVIDE

WITH LOCK

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

E fourth floor interstitial 1041' -10 1/2" third floor 1011' -9 1/2" Level 10 1011' -9 1/2"

Level 11 1023' -3 1/2" 3rd floor interstitial 1023' -3 1/2"

1 1/2" DIAMETER STEEL GUARDRAIL,

CONNECT TO EXISTING -PAINT

ROOF ASSEMBLY -

MODIFIED BITUMEN ROOF

ON TAPERED INSULATION BOARD

ON REMOVABLE CONCRETE SLAB

REF. STRUCTURAL DRAWINGS

EXISTING STAIR LANDING

TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

EXISTING STEEL

RAILING TO REMAIN,

TYPICAL

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

12" CONCRETE WALL

REF. STRUCTURAL

DRAWINGS

METAL LANDING

WITH CONCRETE FILL

REF. STRUCTURAL

DRAWINGS

1 1/2" OUTSIDE DIAMETER

PAINTED STEEL HANDRAIL

1 1/2" DIAMETER STEEL

GUARDRAIL -PAINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

360://ALM

VAH

4G

C

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C

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_08182020.rvt

9/10/2020 4:33:16 PM

AS-422

CONSTRUCTION

DOCUMENTS -100%

STAIR SECTIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 3/16" = 1'-0" 2STAIR SECTION -STAIR 12 NORTH / SOUTH

SCALE: 3/16" = 1'-0" 1STAIR SECTION -STAIR 10 NORTH / SOUTH

A. CONTRACTOR TO SUBMIT SHOP DRAWINGS, REFERENCE STRUCTURAL DRAWINGS.

B. VERIFY EXISTING CONDITIONS AT EACH STAIRWELL INCLUDING BUT NOT LIMITED TO

EXISTING GUARDRAILS, HANDRAILS, RISER AND TREAD DIMENSIONS, FINISHED FLOOR

ELEVATIONS. MATCH EXISTING GUARDRAILS AND HANDRAILS.

(TYP., UNLESS NOTED OTHERWISE)

11 3/4"

(A

LL

D

IM

EN

SI

O N

S M

U

ST

B E

FI

EL

D V

ER

IF

IE

D

B Y

C O

N

TR

AC

TO

R

7" M

AX.

MOLDED RUBBER SAFETY

TREADS (FULL WIDTH OF STAIR)

OVER 2" CONCRETE FILL

0.1382" RISER

CLOSURES

2"

1 1/4" X 1 1/4" X 1/8"

STEEL ANGLES

MC10X6.5 STRINGER (TYP)

AS-423

4"

1 1/2" DIAMETER STEEL

POST AND RAILING

WELDED TO STRINGER

1 1/2" DIAMETER RAILING

EQUALLY SPACED, MAX.

SPACING BETWEEN

RAILING = 3 15/16"

BROOM FINISH

CONCRETE FILLED STEEL

PAN TREADS ON 0.1382"

STEEL SUB-PLATFORM

MC10X6.5 STRINGERS (TYP)

6" X 1 1/2" X 3/16"

STEEL-FORMED

BASE -WELD TO

STRINGER AND 7"

CHANNEL HEADER

2 1/2" X 2 1/2" X 1/4"

STEEL CLIP ANGLE,

WELD TO CHANNEL

MOLDED RUBBER

TREAD ON CONCRETE

FILL

7" X 9.8" STEEL CHANNEL

0.1382" METAL NOSING,

RISERS AND SUBTREADS

1 1/4" X 1 1/4" X 1/8"

STEEL ANGLES

0.1382" STEEL

SUB-PLATFORM

C5X6.7 @ 24"

OC MAX.

2' - 10"3' - 6"

1 1/2" DIAMETER

STEEL PIPE

HANDRAIL

MC10X6.5

STRINGER

(TYPICAL)

2' - 10" TO

TO

P O F H

AN

D

R

AIL

3' - 6" TO

TO

P O F G

U

AR

D R

AIL

3' - 6" TO

TO

P O F G

U A

R D

R A

IL

2' - 10" TO

TO

P O F H

A N

D R

A

IL

STEEL

BRACKET

AT EACH

POST

6"X1 1/2"X3/16"

STEEL -FORMED BASE

WELD TO STRINGERS AND

7" CHANNEL HEADER

2"1 1/2" 1 1/2"

LANDING

1 1/2"

CONCRETE MASONRY

UNIT WALL

1 1/2" DIAMETER

PAINTED, STEEL PIPE RAIL

WALL -MOUNTED

STEEL BRACKET

3/8" DIAMETER

EXPANSION BOLT

(MINIMUM)

2 1/4" CLEAR

(MAXIMUM)

1 1/2"

1' - 0"

1 1/2" DIAMETER

PAINTED, STEEL

PIPE HANDRAIL

WALL BRACKET

AT 3' -0" ON

CENTER, MAX.

CONCRETE MASONRY

UNIT WALL

3/8" DIAMETER

EXPANSION BOLT

CLOSED END

2 1/4"

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

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_08182020.rvt

9/10/2020 4:33:19 PM

AS-423

CONSTRUCTION

DOCUMENTS -100%

STAIR DETAILSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 3" = 1'-0" 2TYPICAL CONCRETE-FILLED STAIR TREAD

SCALE: 1" = 1'-0" 1LANDING DETAIL

SCALE: 1 1/2" = 1'-0" 3LANDING SECTION DETAIL

SCALE: 3" = 1'-0" 4HANDRAIL DETAIL 2

SCALE: 3" = 1'-0" 5PLAN DETAIL AT WALL-MOUNTED RAIL

L1

11.111.212

A.1

A.2

ELEC.

E401

CORRIDOR

C401

STAIR 11

4S11

AS-425

AS-425

SECURE

TECHNOLOGY

E400

ELEVATOR

CONTROL

ROOM

E402

CORRIDOR

C401.1

C401.1

E402

E400

E401.1

NEW TRACTION

ELEVATOR

4 5/8"

11' - 4 7/8"5' - 9 1/8"6' - 4 1/8"

4 5/8" 17' - 1 7/8"

7' - 7 5/8"

2' - 1 1/8"

VE

R

IF

Y

W / S

TR

U

C

TU

R

AL

16' - 5 7/8" 1' - 1"

VIF

9' - 6 1/2"

VI

F

18' - 7 7/8"

VERIFY LOCATION OF

EXISTING STRUCTURAL

MEMBERS

2G12

1A3

1A3

1A3

1A3

1J6

1A3

2G12

1A3

2G12

NEW ELEVATOR CALL

BUTTONS, TIE IN TO

EXISTING SYSTEM

AS-41517

NEW 48" CENTER OPENING

ELEVATOR DOORS, COORDINATE

LOCATION WITH ELEVATOR

CAB, REF AS-434 FOR

DETAILS

2A2

2A2

2A2

2' - 7"

2' - 5"

2' - 3"

3' - 6"

PER

M

FG

R

3' - 6"

2' - 10"

2"

PER

M

FG

R

2"

7' - 0"

3' - 6"

2' - 10"

6' - 0"

PER

M

FG

R

2' - 10"

2"

7' - 0"

6' - 4"

PER MFGR.

PER

M

FG

R

PER

M

FG

R

4' - 0"

PER MFGR.

4' - 0"

PER MFGR.

PER

M

FG

R

PER

M

FG

R

4' - 0"

EQEQEQ

4' - 0"

PER MFGR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com

GENERAL NOTES

09/10/2020

BIM

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_08182020.rvt

9/10/2020 4:33:22 PM

AS-424

CONSTRUCTION

DOCUMENTS -100%

ELEVATOR PLANSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1/4" = 1'-0" 1ENLARGED PLAN -ELEVATOR

N

SCALE: NTS 2ELEVATOR DETAILS

SCALE: 1/2" = 1'-0" 3ELEVATOR CAB REAR ELEVATION

SCALE: 1/2" = 1'-0" 4ELEVATOR CAB SIDE ELEVATION

SCALE: 1/2" = 1'-0" 5ELEVATOR CAB FRONT ELEVATION

SCALE: 1/2" = 1'-0" 6ELEVATOR CAB RCP

SCALE: 1/2" = 1'-0" 7ELEVATOR CAB FLOOR PLAN

A. CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING ELEVATOR HOISTWAY AND

ELEVATOR CONTROL ROOM LAYOUT, REFERENCE STRUCTURAL DRAWINGS.

B. VERIFY EXISTING CONDITIONS AT ELEVATOR HOISTWAY AND EVERY FLOOR STOP.

C. PREPARE EXISTING ELEVATOR HOISTWAY TO RECEIVE NEW ELEVATOR ASSEMBLY.

WORK LIMITS SHALL NOT BE LIMITED TO FOURTH FLOOR ONLY.

D. NEW ELEVATOR ASSEMBLY TO BE FULLY FUNCTIONAL AT EACH FLOOR STOP,

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELEVATOR DOORS, CALL BUTTONS,

LANTERNS AT EACH FLOOR STOP.

E. REFERENCE SPECIFICATION SECTION 14 21 00 FOR ADDITIONAL INFORMATION.

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

11.111.2

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

18' - 0" 19' - 1"

20' - 3 1/2" 18' - 0"

VI

F

23' - 0" PIT

FIRST FLOOR FINISH FLOOR

973' -6"

FIRST FLOOR INTERSTITIAL

FINISH FLOOR

984' -8 1/2"

BA

WAREHOUSE LEVEL FINISH

FLOOR

955' -6"

BASEMENT/ PIPE SPACE

FINISH FLOOR

947' -0"

SECOND FLOOR FINISH

FLOOR

991' -6"

SECOND FLOOR

INTERSTITIAL FINISH FLOOR

1003' -0"

THIRD FLOOR FINISH FLOOR

1011' -9 1/2"

THIRD FLOOR -INTERSTITIAL

FINISH FLOOR

1023' -3 1/2"

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

A.1 A.2

18' - 0" 19' - 1"

20' - 3 1/2" 18' - 0"

VI

F

23' - 0" PIT

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

360://ALM

VAH

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_08182020.rvt

9/10/2020 4:33:26 PM

AS-425

CONSTRUCTION

DOCUMENTS -100%

ELEVATOR SECTIONSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 3/16" = 1'-0" 1ELEVATOR SECTION -WEST / EAST

SCALE: 3/16" = 1'-0" 2ELEVATOR SECTION -NORTH / SOUTH

1" GYP BD

SHAFTLINER

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

360://ALM

VAH

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_08182020.rvt

9/10/2020 4:33:27 PM

AS-426

CONSTRUCTION

DOCUMENTS -100%

ELEVATOR DETAILSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: NTS 1ELEVATOR OPENING DETAILS

E

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

WOOD CANT STRIP

BASE FLASHING

4" X 3" X 1/4" X 12" LONG, GALVANIZED STEEL CLIP ANGLE -

SECURE TO CAST STONE WITH 1/2" DIAMETER STAINLESS

STEEL "J" BOLT INTO BEAM AND CAST STONE. PROVIDE SLOT

HOLES IN CLIP ANGLE TO ALLOW FOR ADJUSTMENT

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

STRUCTURAL CONCRETE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

STEEL ANGLE AND STEEL EMBED

REF. STRUCTURAL DRAWINGS

STEEL BEAM

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

ON STEEL BEAMS AND METAL DECK

REF. SHEET AI-100

CONCRETE ENCASED STEEL BEAM

REF. STRUCTURAL DRAWINGS

EXTERIOR WALL ASSEMBLY -

FACE BRICK

AIR SPACE

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

6" METAL STUDS @ 16" O.C.

TREATED 2X WOOD NAILER -

SECURE TO CAST STONE WITH 1/2"

DIAMETER STAINLESS STEEL "J" BOLT

GALVANIZED METAL GRAVEL

GUARD AND PITCH STOP

CONTINUOUS METAL CLEAT

CAST STONE CAP IN SETTING BED

W/ THREE #4 BARS CONTINUOUS

AND W.W.F. 6X6 W4.0XW4.0

STAINLESS STEEL FLASHING

DOVETAIL ANCHORS @ 24" O.C.

FLUID APPLIED AIR BARRIER

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF STRUCTURE

8" MINIMUM

WEEPS @ 24" O.C.

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

FACE BRICK W/ HORIZONTAL JOINT

REINFORCING @ 16" O.C., VERTICAL

FLASHING AND TAPE

FLUID APPLIED AIR BARRIER

FLUID APPLIED AIR BARRIER

1' - 6 1/2"

1' - 1 1/4"

E

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

CONCRETE BEAM

REF. STRUCTURAL DRAWINGS

WEEP HOLES @ 24" O.C.

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF WALL 8" MIN.

CAST STONE

1 -#3 BAR, CONTINUOUS

5" X 5" X 3/4" X 6" LONG

GALVANIZED STEEL ANGLE

DRIP WITH EASED EDGES

EXTERIOR WALL ASSEMBLY -

FACE BRICK

AIR SPACE

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

6" METAL STUDS @ 16" O.C.

5" x 3-1/2" x 1/2" x 6" LONG, GALVANIZED STEEL L.L.V.

REF. STRUCTURAL

DRAWINGS

INSECT SCREEN OVER GRILL,

MATCH EXISTING CONSTRUCTION

STEEL CLIP ANGLE W/ CONTINUOUS

NONCONDUCTIVE SPACER,

BOTH SIDES

1' - 0"

WINDOW AS SCHEDULED

CEILING AS SCHEDULE

5/8" GYP BD OVER 7/8" METAL

HAT CHANNEL FURRING

R-19 INSULATION

2 HOUR SPRAY-ON FIRE PROOFING

RE. AI-100

R-5 RIGID INSULATION AROUND

CONCRETE BEAM

CONCRETE SLAB ON METAL DECK

RE. STRUCTURAL DRAWINGS

AS-621

E

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

SOLID SURFACE WINDOW STOOL

2X8 BLOCKING, ANCHOR TO STUD

EXTERIOR WALL ASSEMBLY:

R-7.5 CONTINUOUS RIGID INSULATION

5/8" EXTERIOR SHEATHING

R-13 BATT INSULATION

3 5/8" METAL STUDS @ 16" O.C.

5/8" TYPE "X" GYP BD

INTEGRAL COVEBASE

FLOORING AS SCHEDULED

WINDOW AS SCHEDULED

CONTINUOUS SEALANT, BOTH

SIDES

ALUMINUM TUBE BY WINDOW

MANUFACTURER, ANCHOR

AT JAMB STUDS

0.62" BRAKE METAL TO MATCH

ALUM. WINDOWS

WINDOW AS SCHEDULED

1" INSULATED PORCELAIN

PANEL, FACTORY GLAZED

STAINLESS STEEL FLASHING

ELASTOMERIC TYPE FLASHING

CAST STONE

AS-621

AS-621

4 1/2"7"

GYP BD BEYOND

WINDOW ASSEMBLY

AS SCHEDULED

1' - 0 3/4"

INTEGRAL COVE BASE

FINISH FLOOR AS SCHEDULED

METAL EDGE TRIM -

TAPE, FLOAT, AND PAINT

7/8" FURRING CHANNELS

AT CONCRETE CURB

REINFORCED CONCRETE CURB

(REF. STRUCTURAL DRAWINGS)

CONTINUOUS CAULK BEAD

EIFS BEYOND

METAL COUNTER

FLASHING AND CLEAT

4" WOLMANIZED

WOOD CANT STRIP

SILL PAN FLASHING

TREATED 2 X WOOD NAILERS

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

L1

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

1' - 6 1/2"

WOOD CANT STRIP

BASE FLASHING

4" X 3" X 1/4" X 12" LONG, GALVANIZED STEEL CLIP ANGLE -

SECURE TO CAST STONE WITH 1/2" DIAMETER STAINLESS STEEL "J" BOLT

INTO BEAM AND CAST STONE. PROVIDE SLOT HOLES IN CLIP ANGLE TO

ALLOW FOR ADJUSTMENT

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

CONCRETE SLAB ON METAL DECK

REF. STRUCTURAL DRAWINGS

TREATED 2X WOOD NAILER -

SECURE TO CAST STONE WITH 1/2"

DIAMETER STAINLESS STEEL "J" BOLT

GALVANIZED METAL GRAVEL

GUARD AND PITCH STOP

CONTINUOUS METAL CLEAT

CAST STONE CAP IN SETTING BED

W/ THREE #4 BARS CONTINUOUS

AND W.W.F. 6X6 W4.0XW4.0

STAINLESS STEEL FLASHING

DOVETAIL ANCHORS @ 24" O.C.

FLUID APPLIED AIR BARRIER

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF STRUCTURE

8" MINIMUM

WEEPS @ 24" O.C.

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

FACE BRICK W/ HORIZONTAL JOINT

REINFORCING @ 16" O.C., VERTICAL

FLUID APPLIED AIR BARRIER

CONCRETE BEAM

REF. STRUCTURAL DRAWINGS

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF STRUCTURE

8" MINIMUM

WEEPS @ 24" O.C.

METAL FLASHING AND COUNTER FLASHING

CANT STRIP

CONTINUOUS TREATED 2X WOOD NAILERS

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

EXTERIOR WALL ASSEMBLY:

FACE BRICK

AIR SPACE

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

R-19 BATT INSULATION

6" METAL STUDS @ 16" O.C.

5/8" TYPE "X" GYP BD

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

STEEL BEAM

REF. STRUCTURAL DRAWINGS

CONTINUOUS TREATED 2X WOOD

NAILER

1" EXPANSION JOINT

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

CONCRETE OVER METAL DECK

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

CONCRETE BEAM

REF. STRUCTURAL DRAWINGS

CEILING AS SCHEDULED

EXPANSION JOINT COVER

1 HOUR SMOKE BARRIER WALL

REF. LIFE SAFETY PLAN AI-100

CEILING AS SCHEDULED

L1

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

FLOORING AS SCHEDULED OVER

EXISTING CONCRETE SLAB

EXPANSION JOINT COVER

AS SPECIFIED -ANCHOR

TO CONCRETE SLAB

PER MANUFACTURER'S

RECOMMENDATION

CONCRETE SLAB ON METAL DECK

REF. STRUCTURAL DRAWINGS

FLOORING AS SCHEDULED

STEEL BEAM

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

1"

CHIP OUT EXISTING CONCRETE

AS REQUIRED TO ALLOW

INSTALLATION OF

EXPANSION JOINT COVER

VIF

4 1/2"

EXISTING CONCRETE ENCASED

STEEL BEAM

COMPRESSIBLE FILLER AS

SPECIFIED

1 3/8"

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

WOOD CANT STRIP

BASE FLASHING

4" X 3" X 1/4" X 12" LONG, GALVANIZED STEEL CLIP ANGLE -

SECURE TO CAST STONE WITH 1/2" DIAMETER STAINLESS

STEEL "J" BOLT INTO BEAM AND CAST STONE. PROVIDE SLOT

HOLES IN CLIP ANGLE TO ALLOW FOR ADJUSTMENT

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

STRUCTURAL CONCRETE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

STEEL ANGLE AND STEEL EMBED

REF. STRUCTURAL DRAWINGS

STEEL BEAM

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

ON STEEL BEAMS AND METAL DECK

REF. SHEET AI-100

CONCRETE ENCASED STEEL BEAM

REF. STRUCTURAL DRAWINGS

EXTERIOR WALL ASSEMBLY -

EIFS

R-17.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

R-21 BATT INSULATION

8" METAL STUDS @ 16" O.C.

TREATED 2X WOOD NAILER -

SECURE TO CAST STONE WITH 1/2"

DIAMETER STAINLESS STEEL "J" BOLT

GALVANIZED METAL GRAVEL

GUARD AND PITCH STOP

CONTINUOUS METAL CLEAT

CAST STONE CAP IN SETTING BED

W/ THREE #4 BARS CONTINUOUS

AND W.W.F. 6X6 W4.0XW4.0

STAINLESS STEEL FLASHING

FLUID APPLIED AIR BARRIER

1' - 6 1/2"

2" METAL STUD FRAMING

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

STRUCTURAL CONCRETE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

STEEL ANGLE AND STEEL EMBED

REF. STRUCTURAL DRAWINGS

EXTERIOR WALL ASSEMBLY -

EIFS

R-17.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

R-21 BATT INSULATION

8" METAL STUDS @ 16" O.C.

FLUID APPLIED AIR BARRIER

6" METAL STUD FRAMING

STRUCTURAL CONCRETE

BEAM

REF. STRUCTURAL DRAWINGS

ACOUSTIC CEILING TILE

AS SCHEDULED

5/8" TYPE "X" GYP BD

OVER 3 5/8" METAL STUDS

@ 16" O.C.

7/8" METAL HATCH CHANNELS

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

360://ALM

VAH

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_08182020.rvt

9/10/2020 4:33:32 PM

AS-501

CONSTRUCTION

DOCUMENTS -100%

SECTION DETAILSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1" = 1'-0" 1SECTION DETAIL

SCALE: 1" = 1'-0" 2SECTION DETAIL

SCALE: 1" = 1'-0" 3SECTION DETAILSCALE: 1" = 1'-0" 6SECTION DETAIL

SCALE: 1" = 1'-0" 8SECTION DETAIL

SCALE: 1" = 1'-0" 9SECTION DETAIL

SCALE: 1" = 1'-0" 4SECTION DETAIL

SCALE: 1" = 1'-0" 5SECTION DETAIL

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

WOOD CANT STRIP

BASE FLASHING

4" X 3" X 1/4" X 12" LONG, GALVANIZED STEEL CLIP ANGLE -

SECURE TO CAST STONE WITH 1/2" DIAMETER STAINLESS STEEL "J" BOLT

INTO BEAM AND CAST STONE. PROVIDE SLOT HOLES IN CLIP ANGLE TO

ALLOW FOR ADJUSTMENT

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

STRUCTURAL CONCRETE REMOVABLE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

ON STEEL BEAMS AND METAL DECK

REF. SHEET AI-100

EXTERIOR WALL ASSEMBLY -

FACE BRICK

AIR SPACE

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

12" CONCRETE WALL

TREATED 2X WOOD NAILER -

SECURE TO CAST STONE WITH 1/2"

DIAMETER STAINLESS STEEL "J" BOLT

GALVANIZED METAL GRAVEL

GUARD AND PITCH STOP

CONTINUOUS METAL CLEAT

CAST STONE CAP IN SETTING BED

W/ THREE #4 BARS CONTINUOUS

AND W.W.F. 6X6 W4.0XW4.0

STAINLESS STEEL FLASHING

DOVETAIL ANCHORS @ 24" O.C.

FLUID APPLIED AIR BARRIER

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF STRUCTURE

8" MINIMUM

WEEPS @ 24" O.C.

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

FACE BRICK W/ HORIZONTAL JOINT

REINFORCING @ 16" O.C., VERTICAL

FLUID APPLIED AIR BARRIER

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

E

FOURTH FLOOR ROOF SLAB

1048' -10 1/2"

WOOD CANT STRIP

BASE FLASHING

4" X 3" X 1/4" X 12" LONG, GALVANIZED STEEL CLIP ANGLE -

SECURE TO CAST STONE WITH 1/2" DIAMETER STAINLESS STEEL "J" BOLT

INTO BEAM AND CAST STONE. PROVIDE SLOT HOLES IN CLIP ANGLE TO

ALLOW FOR ADJUSTMENT

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

STRUCTURAL CONCRETE REMOVABLE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

ON STEEL BEAMS AND METAL DECK

REF. SHEET AI-100

EXTERIOR WALL ASSEMBLY -

FACE BRICK

AIR SPACE

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

8" CMU, GROUT SOLID

TREATED 2X WOOD NAILER -

SECURE TO CAST STONE WITH 1/2"

DIAMETER STAINLESS STEEL "J" BOLT

GALVANIZED METAL GRAVEL

GUARD AND PITCH STOP

CONTINUOUS METAL CLEAT

CAST STONE CAP IN SETTING BED

W/ THREE #4 BARS CONTINUOUS

AND W.W.F. 6X6 W4.0XW4.0

STAINLESS STEEL FLASHING

DOVETAIL ANCHORS @ 24" O.C.

FLUID APPLIED AIR BARRIER

STAINLESS STEEL FLASHING -

EXTEND UP FACE OF STRUCTURE

8" MINIMUM

WEEPS @ 24" O.C.

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

FACE BRICK W/ HORIZONTAL JOINT

REINFORCING @ 16" O.C., VERTICAL

FLUID APPLIED AIR BARRIER

STEEL ANGLE

REF. STRUCTURAL DRAWINGS

3/4 COMPRESSIBLE FILLER MATERIAL

K.1

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

MAIN BUILDING FOURTH

FLOOR INTERSTITIAL

1043' -10 1/2"

ENCLOSED BRIDGE TOP OF

CONCRETE SLAB

VIF

2' - 10"

METAL FLASHING AND COUNTER FLASHING

CANT STRIP

CONTINUOUS TREATED 2X WOOD NAILERS

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

STEEL BEAM

REF. STRUCTURAL DRAWINGS

CONTINUOUS TREATED 2X WOOD

NAILER

2"

EXISTING MASONRY WALL TO REMAIN

2" EXPANSION JOINT

STEEL ANGLE LINTEL

REF. STRUCTURAL DRAWINGS

HSS STEEL TUBE BEAM

REF. STRUCTURAL DRAWINGS

CEILING AS SCHEDULED

1 HOUR SMOKE BARRIER WALL

REF. LIFE SAFETY PLAN AI-100

CEILING AS SCHEDULED

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

COMPRESSIBLE FILLER MATERIAL

1042' - 11"

3 1/4"

K.1

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

VIF

1' - 0 1/2"

FLOORING AS SCHEDULED OVER

EXISTING CONCRETE SLAB

EXPANSION JOINT COVER

AS SPECIFIED -ANCHOR

TO CONCRETE SLAB

PER MANUFACTURER'S

RECOMMENDATION

CONCRETE SLAB ON METAL DECK

REF. STRUCTURAL DRAWINGS

FLOORING AS SCHEDULED

STEEL BEAM

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

1"

CHIP OUT EXISTING CONCRETE

AS REQUIRED TO ALLOW

INSTALLATION OF

EXPANSION JOINT COVER

VIF

4 1/2"

COMPRESSIBLE FILLER AS

SPECIFIED

HSS STEEL TUBE BEAM

REF. STRUCTURAL DRAWINGS

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

B

FOURTH FLOOR -

INTERSTITIAL FINISH FLOOR

1041' -10 1/2"

CONCRETE ENCASED

STEEL COLUMN REF.

STRUCTURAL DRAWINGS

EXTERIOR WALL ASSEMBLY:

1/4" REINFORCED COATING

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

3 5/8" METAL STUDS @ 16" O.C.

INTERIOR WALL ASSEMBLY:

5/8" TYPE "X" GYB BD

OVER 7/8" METAL HATCH CHANNELS

@ 16" O.C.

ACOUSTIC CEILING TILE

AS SCHEDULED

ACOUSTIC CEILING TILE

AS SCHEDULED

STRUCTURAL CONCRETE

SLAB ON METAL DECKING

REF. STRUCTURAL DRAWINGS

STEEL ANGLE AND STEEL EMBED

REF. STRUCTURAL DRAWINGS

B

MAIN BUILDING -FOURTH

FLOOR FINISH FLOOR

1030' -10 1/2"

CONCRETE ENCASED

STEEL COLUMN REF.

STRUCTURAL DRAWINGS

EXISTING CONCRETE ENCASED

STEEL COLUMN REF.

STRUCTURAL DRAWINGS

EXTERIOR WALL ASSEMBLY:

1/4" REINFORCED COATING

R-7.5 CONTINUOUS RIGID INSULATION

FLUID APPLIED AIR BARRIER

5/8" EXTERIOR SHEATHING

3 5/8" METAL STUDS @ 16" O.C.

FLOORING AS SCHEDULED OVER

EXISTING CONCRETE SLAB

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

INTERIOR WALL ASSEMBLY:

5/8" TYPE "X" GYB BD

OVER 7/8" METAL HATCH CHANNELS

@ 16" O.C.

INTEGRAL COVE BASE

AS SCHEDULED

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

360://ALM

VAH

4G

C

AN

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C

EN

TER

/ALM

VAH

_4G

C

AN

C

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C

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_08182020.rvt

9/10/2020 4:33:36 PM

AS-502

CONSTRUCTION

DOCUMENTS -100%

SECTION DETAILSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 1" = 1'-0" 1SECTION DETAIL

SCALE: 1" = 1'-0" 6SECTION DETAIL

SCALE: 1" = 1'-0" 4SECTION DETAIL

SCALE: 1" = 1'-0" 5SECTION DETAIL

SCALE: 1" = 1'-0" 2Detail 24

SCALE: 1" = 1'-0" 3Detail 25

2' - 0"

2' - 0" 1"

SLOPE

1"

SLOPE

1"

SLO

PE

1"

SLO

PE

(T

YP

)6"

M

AX

2'-0"

ROOF DRAIN

STRAINER

ROOF OVERFLOW

DRAIN STRAINER

LEAD FLASHING,

MIN. 30" SQ SET

IN COMPATIBLE ROOF

CEMENT

AS-503

2' - 0" MAX.1' - 6"

3/4" PERLITE BD.

ON TAPERED INSULATION

VENTED BASE

SHEET, MECHANICALLY

ATTACHED

CONCRETE, REF.

STRUCTURAL DRAWINGS

METAL DECK , REF.

STRUCTURAL DRAWINGS

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

ROOF OVERFLOW

DRAIN STRAINER

BLOCKING AS REQUIRED

LEAD FLASHING

MIN. 30" SQ SET

IN COMPATIBLE ROOF

CEMENT

ROOF DRAIN

STRAINER

2 HOUR SPRAY-ON FIREPROOFING

REF. AI-100

3/4" PERLITE BD.

ON TAPERED INSULATION

VENTED BASE

SHEET, MECHANICALLY

ATTACHED

CONCRETE, REF.

STRUCTURAL DRAWINGS

METAL DECK , REF.

STRUCTURAL DRAWINGS

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

CONCRETE OVER METAL DECK,

REF. STRUCTURAL DRAWINGS

TAPERED INSULATION

VENTED BASE SHEET,

MECHANICALLY ATTATCHED

EQUIPMENT SUPPORT CURB

CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

3/4" PERLITE BD.

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

CANT STRIP

COUNTER FLASHING

SEALANT BED

MECH. EQUIPMENT CURB,

REF. MECH. DRAWINGS

1 1/2"

1' - 2" M

IN

3' -0" @

EQ

U

IPM

EN

T

5" M

IN

5".

CONCRETE OVER

METAL DECK

VENTED BASE

TAPERED INSULATION

3/4" PERLITE BD.

10" M

IN

1" 5"

CANT STRIP

BASE FLASHING

CONTINOUS TREATED 2X WOOD

NAILERS

3/4" PERLITE BD.

TAPERED INSULATION

VENTED BASE

ROOF ASSEMBLY-

BUILT-UP ROOF

3/4" PERLITE BD ON

TAPERED INSULATION

VENTED BASE SHEET

Project

Building

Drawing

Project Title

Location

Issue DateCheckedDrawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 14567891

Phase

PROJECT MANAGEMENTSTAMP CONSULTANT

3 2 14567891

FULLY

SPRINKLERED

4G

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 -327 -4149

COX DESIGN ASSOCIATES

PLANNING

F:512 -327 -7679

Austin bcox@coxdesignassociates.com09/10/2020

BIM

360://ALM

VAH

4G

C

AN

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VAH

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_08182020.rvt

9/10/2020 4:33:38 PM

AS-503

CONSTRUCTION

DOCUMENTS -100%

ROOF DETAILSCONSTRUCT 4G CANCER

CENTER

7400 MERTON MINTER BLVD.

SAN ANTONIO, TX. 78229

09/10/2020RHCMAG

671-250

SCALE: 3/4" = 1'-0" 1ROOF DETAIL

SCALE: 3" = 1'-0" 2ROOF DETAIL

SCALE: 3" = 1'-0" 3ROOF DETAIL

SCALE: 3" = 1'-0" 4ROOF DETAIL

SCALE: 1" = 1'-0" 5ROOF DETAIL

SCALE: 3" = 1'-0" 6ROOF DETAIL

Revision 1Date 1

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

METAL TOP RUNNER TRACK

ACOUSTICAL SEALANT

BOTH SIDES OF

PARTITION TYPE W/

SOUND ATTENUATION

BATTS

WALL TYPE 1A-1HR RATED

5/8" TYPE "X" GYP BD (1) LAYER EACH SIDE,

METAL STUDS @ 16" O.C.,

SOUND ATTENUATION BATTS / SEALANT AS SCHEDULED

1HR RATED ASSEMBLY PER UL U465

SOUND ATTENUATION

BATTS AS SCHEDULED

5/8" TYPE "X" GYP BD. (1)

LAYER EACH SIDE OF METAL

STUDS

METAL STUDS @ 16" O.C.

TYP.

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

METAL TOP RUNNER TRACK

ACOUSTICAL SEALANT

BOTH SIDES OF

PARTITION TYPE W/

SOUND ATTENUATION

BATTS

SOUND ATTENUATION

BATTS AS SCHEDULED

5/8" GYP BD. (1) LAYER EACH

SIDE OF METAL STUDS

METAL STUDS @ 16" O.C.

TYP.

WALL TYPE A-FULL HT, NON RATED

5/8" GYP BD (1) LAYER EACH SIDE,

METAL STUDS @ 16" O.C.,

SOUND ATTENUATION BATTS / SEALANT AS SCHEDULED

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

METAL TOP RUNNER TRACK

ACOUSTICAL SEALANT

BOTH SIDES OF

PARTITION TYPE W/

SOUND ATTENUATION

BATTS

SOUND ATTENUATION

BATTS AS SCHEDULED

5/8" GYP BD. (1) LAYER EACH

SIDE OF METAL STUDS

METAL STUDS @ 16" O.C.

TYP.

WALL TYPE B-PARTIAL HT, NON RATED

5/8" GYP BD (1) LAYER EACH SIDE,

METAL STUDS @ 16" O.C.,

SOUND ATTENUATION BATTS / SEALANT AS SCHEDULED

6"

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

METAL TOP RUNNER TRACK

5/8" TYPE "X" GYP BD

METAL STUDS @ 16" O.C.

TYP.

WALL TYPE C-FULL HT

5/8" TYPE "X" GYP BD (3) LAYERS ONE SIDE,

METAL STUDS @ 16" O.C.,

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

METAL TOP RUNNER TRACK

WALL TYPE D-FULL HT, NON RATED

5/8" GYP BD (1) LAYER

METAL STUDS @ 16" O.C.

5/8" GYP BD. (1) LAYER

METAL STUDS @ 16" O.C.

TYP.

CEILING AS SCHEDULED

STRUCTURAL DECK

STRUCTURAL DECK

PLAN

SECTION

SECTION

SECTION

METAL BOTTOM RUNNER

TRACK

MET…

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