Attachment 4 - 4G Plans pg 51 to 100.pdf
PDF 14 MB Posted
- Solicitation number
- 36C77622B0021
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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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
C
ER
C
EN
TER
/ALM
VAH
_4G
C
AN
C
ER
C
EN
TER
_C
D
_AR
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
ER
C
EN
TER
_C
D
_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
D
_AR
C H
_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
VAH
4G
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/ALM
VAH
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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
4G
C
AN
C
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C
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/ALM
VAH
_4G
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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
AN
C
ER
C
EN
TER
/ALM
VAH
_4G
C
AN
C
ER
C
EN
TER
_C
D
_AR
C H
_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
360://ALM
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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
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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
4G
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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
4G
C
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EN
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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
C
ER
C
EN
TER
/ALM
VAH
_4G
C
AN
C
ER
C
EN
TER
_C
D
_AR
C H
_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
C
ER
C
EN
TER
/ALM
VAH
_4G
C
AN
C
ER
C
EN
TER
_C
D
_AR
C H
_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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