Attachment 2 - Drawings.pdf
PDF 47 MB Posted
- Solicitation number
- 36C25725R0062
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
:1
6:
A M
GI-001
CONSTRUCTION
DOCUMENTS - 100%
COVER SHEET RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
RHC RJP
674A4-21-105
08/19/2022
DORIS MILLER VA MEDICAL CENTER
4800 MEMORIAL DRIVE
WACO, TX 76711
RENOVATE BLDG. 10 FOR CLC
PROJECT # 674A4-21-105
SEALED CONSTRUCTION DOCUMENTS - 100%
BUILDING IS
FULLY
SPRINKLERED
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
:1
6:
A M
GI-002
CONSTRUCTION
DOCUMENTS - 100%
INDEX OF DRAWINGS RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
RHC RJP
674A4-21-105
08/19/2022
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS GENERAL INFORMATION
T-002 TECHNOLOGY INFORMATION MATRIX
TN-200-10-B TECHNOLOGY FLOOR PLAN BLDG. 10 - BASEMENT
TN-201-10-1 TECHNOLOGY FLOOR PLAN BLDG. 10 - FIRST FLOOR
TN-202-10-2 TECHNOLOGY FLOOR PLAN BLDG. 10 - SECOND FLOOR FLOOR
TN-210-10-B TECHNOLOGY - BASEMENT REFLECTED CEILING PLAN
TN-211-10-1 TECHNOLOGY - FIRST REFLECTED CEILING PLAN
TN-212-10-2 TECHNOLOGY - SECOND FL. REFLECTED CEILING PLAN
TN-220-10-B NURSE CALL FLOOR PLAN BLDG. 10 - BASEMENT
TN-221-10-1 NURSE CALL FLOOR PLAN BLDG. 10 - FIRST FLOOR
TN-222-10-2 NURSE CALL FLOOR PLAN BLDG. 10 - SECOND FLOOR
TN-400-10-B TECHNOLOGY TELECOM ROOM PLAN BLDG. 10 - BASEMENT
TN-500 TECHNOLOGY DETAILS
TN-501 TECHNOLOGY DETAILS
TN-502 GROUNDING AND BONDING DETAILS
TN-503 NURSE CALL - TYPICAL DETAILS
TN-600 TECHNOLOGY RISER DIAGRAM
TN-601 GROUNDING AND BONDING RISER DIAGRAM
ELECTRICAL
EJ-000 ELECTRICAL SYMBOLS & ABBREVIATIONS
EJ-001 GENERAL NOTES
EK001 ELECTRICAL PANEL SCHEDULES
EK002 ELECTRICAL PANEL SCHEDULES
EK003 ELECTRICAL PANEL SCHEDULES
EK004 ELECTRICAL PANEL SCHEDULES
EK005 ELECTRICAL PANEL SCHEDULES
ED-210 ELECTRICAL BASEMENT DEMO PLAN
ED-401 ELECTRICAL ONE LINE DIAGRAM - DEMO
EL-110 LIGHTING BASEMENT FLOOR PLAN
EL-111 LIGHTING FIRST FLOOR PLAN
EL-112 LIGHTING SECOND FLOOR PLAN
EL-113 LIGHTING FIXTURE SCHEDULE
EL-114 LIGHTING PENTHOUSE FLOOR PLAN
EP-210 POWER BASEMENT FLOOR PLAN
EP-210M POWER MECHANICAL BASEMENT FLOOR PLAN
EP-211 POWER FIRST FLOOR PLAN
EP-211M POWER MECHANICAL FIRST FLOOR PLAN
EP-212 POWER SECOND FLOOR PLAN
EP-212M POWER MECHANICAL SECOND FLOOR PLAN
EP-213M POWER MECHANICAL PENTHOUSE PLAN
EP-220 POWER ENLARGED ELECTRICAL PLANS
EP-401 ELECTRICAL NORMAL AND OPTIONAL STANDBY ONE-LINE DIAGRAM
EP-402 ELECTRICAL CRITICAL AND LIFE SAFETY ONE LINE DIAGRAM
EY-310 SPECIAL SYSTEMS BASEMENT FLOOR PLAN
EY-311 SPECIAL SYSTEMS FIRST FLOOR PLAN
EY-312 SPECIAL SYSTEMS SECOND FLOOR PLAN
MH-301 MECHANICAL SCHEDULES
MH-302 MECHANICAL SCHEDULES
MH-401 CONTROLS
MH-402 CONTROLS
MH-501 MECHANICAL DETAILS
MH-502 MECHANICAL DETAILS
MH-503 MECHANICAL DETAILS
MH-504 MECHANICAL DETAILS
MH-505 MECHANICAL DETAILS
MECHANICAL
MH-000 MECHANICAL SYMBOLS & ABBREVIATIONS
MH-110 MECHANICAL BASEMENT FLOOR PLAN
MH-111 MECHANICAL FIRST FLOOR PLAN
MH-112 MECHANICAL SECOND FLOOR PLAN
MH-113 MECHANICAL PENTHOUSE PLAN
MH-120 MECHANICAL SUB BASEMENT HYDRONIC FLOOR PLAN
MH-121 MECHANICAL BASEMENT HYDRONIC FLOOR PLAN
MH-122 MECHANICAL FIRST FLOOR HYDRONIC PLAN
MH-123 MECHANICAL SECOND HYDRONIC FLOOR PLAN
MH-201 MECHANICAL ENLARGED PLANS
MH-202 HYDRONIC ENLARGED PLANS
PLUMBING
PL-000 PLUMBING SYMBOLS & ABBREVIATIONS
PL-100 PLUMBING SUB-BASEMENT PLAN
PL-110 PLUMBING BASEMENT PLAN
PL-111 PLUMBING FIRST FLOOR PLAN
PL-112 PLUMBING SECOND FLOOR PLAN
PL-113 PLUMBING PENTHOUSE PLAN
PL-201 PLUMBING ENLARGED PLANS
PL-202 PLUMBING ENLARGED PLANS
PL-203 PLUMBING ENLARGED PLANS
PL-301 PLUMBING SCHEDULES
PL-401 PLUMBING RISERS
PL-501 PLUMBING DETAILS
FIRE PROTECTION
FP-100 FIRE PROTECTION SUB-BASEMENT PLAN
FP-110 FIRE PROTECTION BASEMENT PLAN
FP-111 FIRE PROTECTION FIRST FLOOR PLAN
FP-112 FIRE PROTECTION SECOND FLOOR PLAN
FP-113 FIRE PROTECTION PENTHOUSE PLAN
AS-206 BUILDING ELEVATIONS
AS-207 BUILDING ELEVATIONS
AS-300 WALL SECTIONS
AS-301 EXTERIOR STAIRWELL PLANS
AS-302 EXTERIOR STAIRWELL SECTIONS
AS-400 ENLARGED FLOOR PLANS
AS-401 ENLARGED FLOOR PLANS
AS-402 ENLARGED FLOOR PLANS
AS-403 ENLARGED FLOOR PLANS
AS-500 INTERIOR ELEVATIONS
AS-501 INTERIOR ELEVATIONS
AS-502 INTERIOR ELEVATIONS
AS-503 INTERIOR ELEVATIONS
AS-504 INTERIOR ELEVATIONS
AS-505 INTERIOR ELEVATIONS
AS-506 INTERIOR ELEVATIONS
AS-507 CASEWORK DETAILS
AS-508 CEILING DETAILS
AS-509 FLOOR FINISH DETAILS
AS-510 WALL TYPES
AS-511 ARCHITECTURAL DETAILS
AS-512 ARCHITECTURAL DETAILS
AS-600 DOOR & WINDOW SCHEDULES / DOOR & WINDOW TYPES
AS-610 DOOR, FRAME AND WINDOW TYPES
AS-620 DOOR DETAILS
AS-621 SIGNAGE SHEET
AS-630 ROOM FINISH / MATERIAL FINISH SCHEDULES
ARCHITECTURAL
AI-100 SUB-BASEMENT LIFE SAFETY PLAN
AI-101 BASEMENT LIFE SAFETY PLAN
AI-102 FIRST FLOOR LIFE SAFETY PLAN
AI-103 SECOND FLOOR LIFE SAFETY PLAN
AI-104 ATTIC LIFE SAFETY PLAN
AD-001 SITE DEMOLITION PLAN
AD-100 SUB-BASEMENT DEMOLITION PLAN
AD-101 BASEMENT DEMOLITION PLAN
AD-102 FIRST FLOOR DEMOLITION PLAN
AD-103 SECOND FLOOR DEMOLITION PLAN
AD-104 ATTIC DEMOLITION PLAN
AD-105 ROOF DEMOLITION PLAN
AS-001 PROJECT SITE PLAN
AS-002 ENLARGED SITE PLAN
AS-100 SUB-BASEMENT PLAN
AS-101 BASEMENT PLAN
AS-102 FIRST FLOOR PLAN
AS-103 SECOND FLOOR PLAN
AS-104 ATTIC PLAN
AS-105 ROOF PLAN
AS-110 BASEMENT DIMENSION PLAN
AS-111 FIRST FLOOR DIMENSION PLAN
AS-112 SECOND FLOOR DIMENSION PLAN
AS-120 BASEMENT FINISH PLAN
AS-121 FIRST FLOOR FINISH PLAN
AS-122 SECOND FLOOR FINISH PLAN
AS-130 BASEMENT REFLECTED CEILING PLAN
AS-131 FIRST FLOOR REFLECTED CEILING PLAN
AS-132 SECOND FLOOR REFLECTED CEILING PLAN
AS-200 BUILDING SECTIONS
AS-201 BUILDING SECTIONS
AS-202 BUILDING SECTIONS
AS-203 BUILDING SECTIONS
AS-204 BUILDING ELEVATIONS
AS-205 BUILDING ELEVATIONS
STRUCTURAL
S000 STRUCTURAL NOTES
S001 STRUCTURAL NOTES
S002 STRUCTURAL NOTES
S100 FOUNDATION PLAN
S101 FIRST FLOOR FRAMING PLAN
S102 SECOND FLOOR FRAMING PLAN
S103 ROOF FRAMING PLAN
S300 TYPICAL CONCRETE DETAILS
S301 TYPICAL VOIDED SLAB DETAILS
S302 TYPICAL VOIDED SLAB DETAILS
S303 FOUNDATION DETAILS
S400 TYPICAL CMU DETAILS
S401 TYPICAL CMU DETAILS
S501 TYPICAL STEEL CONNECTIONS
S510 FRAMING DETAILS
LANDSCAPE
LS-001 ENLARGED LANDSCAPE PLAN
GENERAL
GI-001 COVER SHEET
GI-002 INDEX OF DRAWINGS
GI-003 GENERAL NOTES
GI-004 BASEMENT PLAN DEDUCT ALTERNATE 1
GI-005 SECOND FLOOR DEDUCT ALTERNATE 2
(DRAFT OF SHEET INVENTORY)
BUILDING IS
FULLY
SPRINKLERED
1. UNLESS NOTED AS EXISTING, ALL MATERIALS, EQUIPMENT,
MANUFACTURED ITEMS AND ASSEMBLIES INCORPORATED INTO THE
WORK SHALL BE NEW.
2. UNLESS NOTED TO BE REMOVED AND DISPOSED, ALL EXISTING ITEMS
ARE TO REMAIN. THEY SHALL BE PROTECTED FROM DAMAGE DUE TO
CONSTRUCTION ACTIVITIES. ANY EXISTING ITEMS TO REMAIN THAT
BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE
REPAIRED OR REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST
TO THE OWNER.
3. NOTATIONS FOR ITEMS OF WORK APPLY TO EACH AND EVERY
GRAPHICAL INDICATION SHOWN ON THE DRAWINGS, WHETHER OR NOT
NOTED.
4. ALL ITEMS NOTED TO HAVE PAINT FINISH SHALL BE THOROUGHLY
CLEANED AND PROPERLY PREPARED IN ACCORDANCE WITH THE
SPECIFICATIONS PRIOR TO THE APPLICATION OF PRIMER AND PAINT.
5. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE
MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND SATISFY THE
REQUIREMENTS FOR SUPPORT, FLOOR, WALL AND ROOF OPENINGS,
FLASHINGS AND CURBS ETC. THE ARCHITECT SHALL BE NOTIFIED OF
CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. CONTRACTOR TO REPLACE & ACCURATELY LOCATE ALL EXISTING
SIGNAGE AND LABELS NOTING RATED WALL ASSEMBLIES AND SMOKE
PARTITIONS
7. THE GENERAL CONTRACTOR SHALL VISIT THE SITE, VERIFY FIELD
CONDITIONS AND CAREFULLY COMPARE SUCH FIELD CONDITIONS AND
OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH CONTRACT
DOCUMENTS.
8. THE GENERAL CONTRACTOR SHALL REPORT ANY UNFORESEEN FIELD
CONDITIONS, ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED
AT ANY TIME DURING THE WORK, UPON SUCH DISCOVERY, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACTING
OFFICER FOR CLARIFICATION BEFORE PROCEEDING OR CONTINUING
WITH THAT PORTION OF THE WORK OR ANY PORTION RELATED THERE
TO.
9. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND
STANDARDS INCLUDING THE INTERNATIONAL BUILDING CODE 2018
EDITION, VA MASTER SPECIFICATIONS, AND NFPA 101 2018 EDITION.
10. THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER, CONTRACTING OFFICER'S REPRESENTATIVE, AND ARCHITECT
OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, NOTES AND ACTUAL
FIELD CONDITIONS BEFORE BIDDING AND COMMENCING ANY WORK, AND
REQUEST CLARIFICATION IN WRITING.
11. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL
ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN
ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND
EXTENT OF THE CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO
THE CONTRACTING OFFICER.
12. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL
COMPONENTS USING MANUFACTURER'S OR INDUSTRY STANDARDS.
WHERE STANDARDS DO NOT EXIST, NOTIFY THE C.O.R. FOR
CLARIFICATION.
13. CONTRACTOR SHALL NOT BARRICADE / BARRIER EMERGENCY EGRESS
TO OR FROM THIS AREA. CONTRACTOR SHALL MAINTAIN EXIT TO
EXTERIOR DURING THE WORK PROCESS.
14. PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE C.O.R. SECURE
ACCESS POINT AS SPECIFIED AND DIRECTED BY THE C.O.R. PROVIDE
WALK-OFF MATS TO MEET FACILITY INFECTION CONTROL GUIDELINES AT
EACH ACCESS POINT. CONTRACTOR SHALL OBTAIN AND DISPLAY ICRA,
PICRA AND ILSM PRIOR TO STARTING CONSTRUCTION.
15. CONTRACTOR TO NOTIFY VA 2 WEEKS IN ADVANCE PRIOR TO ANY
MAJOR UTILITY DISRUPTIONS OR OUTAGES. MAJOR OUTAGES
INVOLVING EMERGENCY AND CRITICAL BRANCH, SHALL BE
COORDINATED NOT LESS THAN 21 CALENDAR DAYS.
16. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE
CONTRACT DOCUMENTS, THE BETTER QUALITY, MORE STRINGENT
REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY
THE GOVERNMENT, SHALL BE PROVIDED.
BUILDING 10
BEVERLY DRIVE
S. NEW ROAD
MEMORIAL D
RIVE
BLDG. 9
BLDG. 90
GATE NO. 4
(N
O CONTRACTOR ENTRANCE)
GATE NO. 3
(N
O CONTRACTOR ENTRANCE)
MAIN GATE
(ALTERNATIVE CONTRACTOR ENTRANCE)
GATE NO. 1
(NO CONTRACTOR ENTRANCE)
GATE NO. 2
(C
ONTRACTOR ENTRANCE)
BLDG. 91
BLDG. 92
BLDG. 8
BLDG. 93
BLDG. 7
BLDG. 94
BLDG. 139
BLDG. 6
BLDG. 5
BLDG. 10
BLDG. 11
BLDG. 12
BLDG. 2
BLDG. 21
BLDG. 20
BLDG. 19
BLDG. 18
BLDG. 98
BLDG. 15
BLDG. 16
BLDG. 17
BLDG. 14
BLDG. 225
BLDG. 99
BLDG. 24
BLDG. 226
BLDG. 224
BLDG. 223
BLDG. 10
PROJECT LIMITS
HAUL ROUTE
ALTERNATIVE HAUL ROUTE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
5:
:3
PM
GI-003
CONSTRUCTION
DOCUMENTS - 100%
GENERAL NOTES RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
RHC RJP
674A4-21-105
08/19/2022
DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE
CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE
IDENTIFIED BY THE REFERENCE WHICH IS
INCORPORATED INTO THE SHEET TITLE.
EACH DRAWING IS NUMBERED ACCORDING TO ITS LOCATION ON THE
SHEET. THE DRAWING TITLE APPEARS ABOVE THE DEMARCATION LINE
AND THE DRAWING SCALE APPEARS BELOW THE DEMARCATION LINE.
SHEET NUMBER
DRAWING NUMBER ON SHEET BY LOCATION
REFERENCE
EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT THE
"APPROXIMATE LOCATION SHOWN." DO NOT SCALE DRAWINGS FOR
DIMENSIONAL INFORMATION
1.
ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN TO EXACT SCALE.
ALL DIMENSIONS REQUESTED ARE SHOWN (OR MAY BE DERIVED FROM THOSE
SHOWN OR NOTED) ON THE FLOOR PLANS. DETAIL PLANS, ELEVATIONS,
SECTIONS, SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS. SEE
THE NOTES BELOW AND SYMBOLS FOR DIMENSIONING CONVENTIONS USED
ON THIS PROJECT.
2.
EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY, ALL DIMENSIONS
SHOWN ON THE ARCHITECTURAL DRAWINGS CONFORM TO THE FOLLOWING
CONVENTIONS.
3.
DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL ARE MEASURED TO:
ꞏ CENTERLINE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED
FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH
WALLS) AT PARTITIONS FRAMED WITH METAL STUDS. REFER TO
"PARTITION SCHEDULE" TO DETERMINE THICKNESS OF EACH
PARTITION TYPE.
ꞏ CENTERLINE OF DOOR, WINDOW, OR LOUVER OPENING.
ꞏ CENTERLINE OF OTHER FEATURES AS INDICATED.
A.
DIMENSIONS UTILIZING THE "FACE OF" SYMBOL ARE MEASURED TO:
ꞏ FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED
FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH WALL)
AS DEFINED BY THE PARTITION SCHEDULE. UNLESS NOTED AS A
"FACE OF FINISH" OR "CLEAR" DIMENSION (SEE NOTE "E" BELOW),
DIMENSIONS ARE NOT MEASURED TO THE FACE OF APPLIED FINISH.
REFER TO THE "PARTITION SCHEDULE" TO DETERMINE THE
THICKNESS OF EACH PARTITION TYPE.
B.
WHERE "EQUAL" DIMENSIONS ARE USED ON REFLECTED CEILING PLANS TO
LOCATE CEILING GRID WORK POINTS, MEASURE DIMENSIONS TO:
ꞏ EDGE OF THE INDICATED CEILING AT THE FACE OF THE ADJACENT
APPLIED FINISH MEASURED AT THE PLANE OF THE CEILING.
ꞏ CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED FINISHES -
THICKNESS OF WHICH MAY VARY BETWEEN FLOOR AND CEILING AND
IS NOT ACCOUNTED FOR (EXCEPT AS INDICATED BY "FOF" OR
"CLEAR") BY THE DIMENSION SHOWN ON THE FLOOR PLANS - THE
CONTRACTOR MUST ADJUST AS NECESSARY, THE FLOOR PLAN
DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS FOUND AT PLANE
OF THE CEILING.
C.
WHERE WALLS AND/OR PARTITIONS OF UNEQUAL THICKNESS ABUT,
ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED.
4.
ALIGN
DIMENSION, WHEN OCCURS
WHERE OPENINGS IN WALLS (SUCH AS INTERIOR WINDOWS OR DOORS) ARE
NOT DIMENSIONED BUT SHOWN AS BEING IN THE CENTER OF A GIVEN WALL
SURFACE, LOCATE OPENINGS AS GRAPHICALLY REPRESENTED.
5.
DISCIPLINE REFERENCES
DRAWING NUMBERING
DRAWING REFERENCE
GENERAL NOTES
REF. 1/1-A1
BUILDING SECTION
RE: 1/AS-126
SHEET NUMBER
DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS
A
COLUMN GRID
NORTH ARROW
REVISION NUMBER AND EXTENT
KEYED NOTE MARK
-SEE CORRESPONDING
NUMBERED KEY NOTE ON SHEET WHERE
REFERENCE OCCURS
REVISION NUMBER - SEE
REVISION HISTORY ON THE
TITLE BLOCK OF EACH SHEET
EXTENT OF CURRENT REVISION
1-A26
1-A26
CL
DEMOLITION LINE
ELEVATION INDICATOR
CENTER LINE INDICATOR
EXISTING TO REMAIN LINE
FEATURES ABOVE LINE INDICATOR
BREAK, ROUND (USER DEFINES SIZE)
BREAK, STRAIGHT (SEE SECTION INDICATORS,
BUILDING, WITH BREAK STANDARDS)
DETAIL INDICATOR
DETAIL INDICATOR
DIMENSION LINE
CENTER LINE
GI GENERAL INFORMATION
C CIVIL
S STRUCTURAL
A ARCHITECTURAL
FP FIRE PROTECTION
P PLUMBING
M MECHANICAL
AS-100
DISCIPLINE SHEET NUMBER
LOCATION MAP - NTS
CONSTRUCTION LIMITS
N
EXISTING TO REMAIN
CONCRETE
MASONRY
BUILDING INTERIOR
MATERIAL GRAPHICS
GYP BD RIGID INSULATION
WOOD EARTH
DESIGN MANUALS:
- PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS
- PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES
- PG-18-5 EQUIPMENT LIST GUIDES
- PG-18-8 SEISMIC DESIGN HANDBOOK
- PG-18-10 DESIGN MANUALS
- VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL FACILITIES
- VA DESIGN GUIDELINES FOR ELEVATORS
- VA ARCHITECTURAL DESIGN MANUAL
- VA MECHANICAL DESIGN MANUAL
- VA ELECTRICAL DESIGN MANUAL
- VA PLUMBING DESIGN MANUAL
- VA FIRE PROTECTION DESIGN MANUAL
- VA SMALL HOUSE MODEL DESIGN GUIDE
APPLICABLE CODES AND REGULATIONS:
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES AND STANDARDS.
IN ADDITION TO ALL DEPARTMENT OF VETERANS AFFAIRS, LOCAL, AND STATE CODES, ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF TEXAS AND THE DEPARTMENT OF VETERANS AFFAIRS GUIDELINES, ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARD FOR FEDERAL FACILITIES.
APPLICABLE CODES AND STANDARDS (LATEST EDITIONS) INCLUDE:
- ABA ACCESSIBILITY STANDARDS
- NFPA 101, "LIFE SAFETY CODE"
- NFPA 10, "PORTABLE FIRE EXTINGUISHERS"
- NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS"
- NFPA 70, "NATIONAL ELECTRICAL CODE (NEC)"
- NFPA 72, "NATIONAL FIRE ALARM CODE"
- NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS"
- NFPA 99, "INSTALLATION FOR HEALTH CARE FACILITIES"
- NFPA 220, "TYPES OF BUILDING CONSTRUCTION"
- NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS"
- INTERNATIONAL BUILDING CODE (IBC)
- INTERNATIONAL MECHANICAL CODE (IMC)
- INTERNATIONAL PLUMBING CODE (IPC)
- INTERNATIONAL ENERGY CONSERVATION CODE
N
KEY PLAN - NTS
PROJECT SUMMARY
L LANDSCAPE
17. CONTRACTOR TO COLLECT AND PROVIDE WASTE AND RECYCLE
MATERIALS MANIFESTS TO C.O.R. ON A MONTHLY BASIS.
18. CONTRACTOR SHALL COMPLETE AND SUBMIT TO C.O.R. THE OUTAGE
REQUEST FORM FOR ANY UTILITY OUTAGES.
BUILDING IS
FULLY
SPRINKLERED
E ELECTRICAL
19. CONTRACTOR TO COMPLY WITH ALL VA COVID 19 VACCINATION AND
INFECTION CONTROL REQUIREMENTS.
N
FD FD
UPUP
DN
DN
DN
DN
UP
U P
U P
U P
U P
U P
AS-200
6.4
5.6
5.4
XX YY ZZ B B.9 C D D.1 EA F F.1 F.5 F.9 G H J K
9.9
10.8
11.7
H.1 K.9 L M M.1 M.5 M.9 N P P.9 Q R R.1 S T
AS-205
AS-205
AS-2041
AS-202
AS-202
AS-201
AS-201
AS-203
AS-200
AS-302
AS-302
AS-2061 2
AS-206 4 AS-20713 2
AS-203
PHYSICAL THERAPY GYM
BA002
HAIR CARE SHOP/SALON
BA037
STORAGE,
HAIR CARE
SHOP/SALON
BA037B
BATHING SUITE
BA013 TLT, BATHING SUITE
BA014B
STAIRS
BS003 STAIRS
BS004
FOYER
BB040
LOBBY VESTIBULE
BB039
TLT, BATHING SUITE
BA013B
BATHING SUITE
BA014
INTERIOR TRANSFORMER
BA012
MECH
BA011
BISTRO
BB015
OFFICE, DIRECTOR
BA038
ELEC
BA011B
CONFERENCE
BC033
MECH
BC022
TOILET
BC032
TOILET
BC031
SNOEZELEN
BC021
OFFICE
BC020
RECEIVING / BREAKDOWN
BA006
OFFICE
BC019
STAFF LOCKER ROOM
BC018
OFFICE
BC024
MULTIPURPOSE ROOM
BC029
GREAT ROOM
BC030
MEDIA CENTER
BC028
CONFERENCE ROOM
BC027
OFFICE
BC026
OFFICE
BC025
PUBLIC TLT
BB016
PUBLIC TLT
BB017
ELEVATOR EQUIPMENT ROOM
BB034
COMMUNICATIONS
CLOSET
BC023
CLEAN LINEN
BA010
CLEAN LINEN
BA009
CLEAN LINEN
BA008
CLEAN LINEN
BA007
RECEPTION
BB035
CORRIDOR
BA043
CORRIDOR
BB042
BA
6A
BS003B
BA007
BA008
BA009
BA010
BA011A
BA006C
BA
1A
BS
BA
1B
BA042
BA
BA
BA
BA014B
BA013B
BA
BA037B
BB034
BC
3A
BB
BB016
BB017
BC
BC
BC
3B
BC
BC
BC032
BC031
BC
BC
BC
BC
BC028
BS004A
BC
2A
BS
BA006B
BA043A
BA043B
BA011B
BA011C
BA
5B
BC022B
BC041
FD FD
BA
6D
BA046
BA
BS004B
BC029A
BC029B
BC
BC
BS003A
EQUIPMENT STORAGE
BA001
TEACHING TOILET
BA003
TEACHING BEDROOM
BA004
SPEECH THERAPY OFFICE
BA005
BA002
BA
BA
BA005
BA036
1.
1.
1.
1.
1.
1.
STAIRS
BS001
STAIRS
BS002
BB040
NEW WALLS EXISTING WALLS
NEW CONCRETE
SIDEWALK
DEDUCT ALTERNATE 1 DELETES ALL WORK
DESIGNATED IN SPECIFICATIONS 01 00 00, 1.3, B
1. DEDUCT ALTERNATE 1 DELETES ALL WORK AND ASSEMBLIES IN THE
SHADED AREAS, SEE SPECIFICATIONS 01 00 00, 1.3, B.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction &
Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
GENERAL NOTES
ARCHITECT/ENGINEER OF RECORD
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
9:
:5
AM
GI-004
CONSTRUCTION
DOCUMENTS - 100%
BASEMENT PLAN DEDUCT
ALTERNATE 1
RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
08/19/2022 RHC RJP
674A4-21-105
SCALE: 1/8" = 1'-0"1 BASEMENT PLAN DEDUCT ALTERNATE 1
N
0 16 24 328
GRAPHIC SCALE
BUILDING IS
FULLY
SPRINKLERED
LEGEND
SHEET KEY NOTES
DW
DW
D N
U P
D N
D N
DryerDryerWasherWasher
AS-200
6.4
5.6
5.4
XX YY ZZ B B.9 C D D.1 EA F F.1 F.5 F.9 G H J K
9.9
10.8
11.7
H.1 K.9 L M M.1 M.5 M.9 N P P.9 Q R R.1 S T
AS-205
AS-204 2
AS-205
AS-2041
AS-202
AS-202
AS-201
AS-201
AS-203
AS-200
AS-302
AS-302
AS-2061 2
AS-206 4 AS-20713 2
AS-203
PANTRY
2A046
NURSE OFFICE
2A047
NURSE OFFICE
2C038
PANTRY
2C039
TLT
2B013
STAFF LOUNGE
2B014
LAUNDRY
2B020
SOILED UTILITY
2B019
CLEAN UTILITY
2B018
CONFERENCE
2B016
RESIDENT ROOM
2A000
RESIDENT TLT
2A000B
RESIDENT ROOM
2A001
RESIDENT TLT
2A001B
RESIDENT ROOM
2A002
RESIDENT ROOM
2A003
RESIDENT TLT
2A003B
RESIDENT ROOM
2A006
RESIDENT TLT
2A006B
RESIDENT ROOM
2A007 RESIDENT TLT
2A007B
RESIDENT ROOM
2A008
RESIDENT TLT
2A008B
RESIDENT ROOM
2A009
RESIDNT TLT
2A009B
STAIRS
2S001
STAIRS
2S003
RESIDENT ROOM
2C037
RESIDENT TLT
2C037B
RESIDENT ROOM
2C036
RESIDENT TLT
2C036B
RESIDENT ROOM
2C035
RESIDENT TLT
2C035B
RESIDENT ROOM
2C034
RESIDENT TLT
2C034B
RESIDENT ROOM
2C031
RESIDENT TLT
2C031B
RESIDENT ROOM
2C030RESIDENT TLT
2C030B
RESIDENT ROOM
2C029
RESIDENT TLT
2C029B
RESIDENT ROOM
2C028
RESIDENT TLT
2C028B
STAIRS
2S002
STAIRS
2S004
RECREATION
2B017
TEAM AREA
2A010
TEAM AREA
2C023
RESIDENT TLT
2C032B
RESIDENT ROOM
2C032
RESIDENT ROOM
2C033
RESIDENT TLT
2C033B
RESIDENT ROOM
2A004
RESIDENT ROOM
2A005
RESIDENT TLT
2A005B
RESIDENT TLT
2A004B
KITCHEN
2C040
KITCHEN
2A045
DINING ROOM
2C022
LIVING ROOM
2C021
LIVING ROOM
2A012
DINING ROOM
2A011
DEN
2B043
DEN
2B042
STORAGE, EQUIPMENT
2B015
2A000A2A
0C
2A001A2A
1C
2S003
2A002A
2A
2C 2A
3C
2A003A
2A004A
2A
4C
2A005A2A
5C
2A006A2A
6C
2A007A
2A
8C
2A008A
2A009A
2A
9C
2S001
2B043 2B042
2B013 2B020
2B014
2B019
2B015 2B018
2B016
2S004
2S002
2C028A
2C
8C 2C
9C
2C029A
2C030A
2C
1C
2C031A
2C032B
2C
2C
2C032A
2C033A
2C
3C
2C
4C
2C034A
2C035A
2C
5C 2C
6C
2C036A
2C037A 2C
7C
CORRIDOR
2A049B
CORRIDOR
2A049
CORRIDOR
2B048
CORRIDOR
2C050
MEDICATION
2C041
MEDICATION
2A044
2A
2C
2A
7C
2C
0C
CORRIDOR
2C051C
CORRIDOR
2C050B
CORRIDOR
2A049C
ELEC CLOSET
2C026
HSKP
2C027
HSKP
2A025
ELEC CLOSET
2A024
2C
2C
2A
2A
2C027
2C026
2A025
2A024
2B048A 2B048B
O2 STOR
2C052
O2 STOR
2A051
1.
2A051
2A009B
2A008B
2A007B
2A006B
2A005B
2A004B
2A003B
2A002B
2A001B
2A000B
RESIDENT TLT
2A002B
2C052
NEW WALLS EXISTING WALLS
NEW CONCRETE
SIDEWALK
DEDUCT ALTERNATE 2 DELETES ALL WORK
DESIGNATED IN SPECIFICATIONS 01 00 00, 1.3, C
1. DEDUCT ALTERNATE 2 DELETES ALL WORK AND ASSEMBLIES IN THE
DASHED AREAS, SEE SPECIFICATIONS 01 00 00, 1.3, C.
2. 3'-0"W X 6'-0"L ATTIC ACCESS HIDEAWAY STAIRS, MAINTAIN CEILING
ASSEMBLY RATING, BASIS OF DESIGN BILCO TYPE E.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction &
Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
GENERAL NOTES
ARCHITECT/ENGINEER OF RECORD
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
:1
7:
A M
GI-005
CONSTRUCTION
DOCUMENTS - 100%
SECOND FLOOR DEDUCT
ALTERNATE 2
RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
08/19/2022 RHC RJP
674A4-21-105
SCALE: 1/8" = 1'-0"1 SECOND FLOOR DEDUCT ALTERNATE 2
N
0 16 24 328
GRAPHIC SCALE
BUILDING IS
FULLY
SPRINKLERED
LEGEND
SHEET KEY NOTES
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
RETAIN EXISTING TREE
RETAIN EXISTING TREE
NEW CONCRETE.
EXISTING SIDEWALK
EXISTING
BUILDINGS
NEW CONCRETE
SIDEWALK, SLAB
OR PAVEMENT,
RE: CIVIL
SWEETGUM TREE
(LIQUIDAMBAR STYRACIFLUA)
SAVIN JUNIPER
(JUNIPERUS SABINA)
GENERAL CONTRACTOR SHALL IDENTIFY & VERIFY ALL UTILITIES ON SITE PRIOR TO
CONSTRUCTION WITH WRITTEN AUTHORIZATION FROM THE VA.
1.
GENERAL CONTRACTOR TO PROTECT ALL MANHOLES, CLEAN-OUT VALVE BOXES,
FIRE HYDRANTS & ANY OTHER UTILITIES WITHIN THE SCOPE OF WORK.
2.
GENERAL CONTRACTOR SHALL PROTECT & SAVE ALL TREES, LANDSCAPING &
GRASSED AREAS NOT TO BE REMOVED.
3.
REFER TO TECHNOLOGY, STRUCTURAL AND MEP DRAWINGS FOR ADDITIONAL
INFORMATION NOT SHOWN ON THIS PLAN.
4.
A. RESEED ENTIRE WEST ENTRY AREA.
COR. TO CONFIRM TYPE SEED.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction &
Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
GENERAL NOTES
ARCHITECT/ENGINEER OF RECORD
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
BI
M
W
AC
O
R
EN
O
VA
TE
B
LD
G
FO
R
C
LC
/W
AC
O B
U
IL
D
IN
G
C
LC
.rv t 8/
/2
:5
3:
A M
LS-001
CONSTRUCTION
DOCUMENTS - 100%
ENLARGED LANDSCAPE PLAN RENOVATE BLDG 10 FOR
CLC
4800 MEMORIAL DRIVE
08/19/2022 RHC RJP
674A4-21-105
N BUILDING IS
FULLY
SPRINKLEREDSCALE: 1/4" = 1'-0"1 ENLARGED LANDSCAPE PLAN
LEGEND
SHEET NOTES
Revisions: Date:
0 8 12 164
GRAPHIC SCALE
GENERAL
1. Refer to Architectural, Mechanical, Electrical, and Plumbing series drawings for floor elevations, slopes, drains, and location of depressed and elevated floor areas.
2. Structural series drawings shall be compared with drawings of other series; differences shall be referred to the Architect for instruction.
3. The general contractor is responsible for coordination of all resulting revisions to the structural system or other trades as a result of acceptance of contractor proposed alternatives or substitutions.
4. The general contractor and sub-contractors shall determine the scope of the structural work from the contract documents taken as a whole. The structural drawings shall not be considered separately for purposes of bidding the structural work. Due consideration shall be given to other structural work or work related to the structure, including necessary coordination described or implied by the Architectural, Civil and MEP drawings.
5. Safety Measures: At all times the Contractor shall be solely and completely responsible for the conditions of the job site, including, but not limited to:
A. Safety of the persons and property, B. Means and methods of construction, C. Compliance with applicable OSHA requirements and guidelines, D. All necessary independent engineering reviews of these conditions.
6. The contractor shall brace and/or shore the construction as required to provide a safe and true structure. Where bracing and/or shoring is indicated in the drawings, it is done so only as a courtesy to the contractor and shall not relieve the contractor of their responsibility to coordinate the work with the aforementioned provisions. The Architect's or Engineer's job site review is not intended to include review of the adequacy of the contractor's safety measures.
7. Principal openings in the structure are indicated on the contract documents. Refer to the architectural and MEP drawings for openings, sleeves, curbs, inserts, etc. not indicated on the structural drawings.
Submit new or modified opening locations to StructuresPE, LLP for review and approval.
8. The reproductive use of the structural contract documents or electronic files as structural shop drawing documents by the contractor or sub-contractors is not allowed. Submitting copies of the structural drawings is unacceptable and will be rejected.
9. Scales noted on the drawings are for general reference only. No dimensional information shall be obtained by direct scaling of the drawing.
10. These drawings do not, nor are intended to, locate property lines, building set backs nor height limitations. It is the contractor's responsibility to locate the building and construct it to, and within, applicable code restrictions. Further, it is the Civil Engineer's responsibility to address site drainage appropriate to the site and in consideration of adjoining properties.
11. The remodeling and/or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions. The contractor shall notify StructuresPE, LLP regarding dilapidated structural members, missing framing, framing that differs from the assumed existing conditions as indicated, or other items that the contractor believes is structurally insufficient.
CODES
1. The structure and components shown in these drawings have been designed under the guidelines of the structural requirements listed in the 2018 International Building Code with required amendments.
2. Minimum Design Loads & Associated Criteria for Buildings & Other Structures, ASCE/SEI 7-16
3. Structural Steel: AISC Steel Construction Manual, Sixteenth Edition
4. Structural Concrete: American Concrete Institute, ACI 318-14
5. Structural Masonry: 2016 Building Code for Masonry Structures, ACI530-16/ASCE5-16/TMS 402-16
6. Structural Wood: National Design Specification (NDS) for Wood Construction, 2018 Ediition, ANSI/AWC NDS-2018
7. Cold-formed Steel Framing: North American Specification for the Design of Cold-formed Steel Structural Members, S100-16
DEFERRED SUBMITTAL & DELEGATED DESIGN
1. Shop drawings for deferred submittals and delegated designs shall bear the seal of the designing professional engineer and shall be approved by the component designer prior to the cursory review by the Engineer of Record for loads imposed on the basic structure. The designing engineer is responsible for code conformance and all necessary connections not specifically called out on architectural or structural drawings. Shop drawing calculations shall be included in the submittal.
2. Deferred submittals and/or delegated designs for this project are as follows:
Awnings
Canopies Guardrails and Handrails Prefabricated stair units (metal or precast concrete) Cold-Formed Metal Framing Precast concrete members
DESIGN BASIS
1. Foundations:
The following allowable soil capacities are per the Geotechnical Report noted in the Foundation and Site Preparation section of the structural notes:
Drilled Straight Shaft Piers:
End Bearing Pressure: 40,000 psf (4 feet min. penetration*) Skin Friction**: 3,000 psf (axial)
* Minimum required penetration into specific bearing stratum. Testing laboratory shall confirm the proper bearing strata per Geotechnical report. See Pier Schedule for actual penetration required from structural design.
2. Gravity Loads:
The self weight of all specified structural components is included as dead load. Additional design gravity loads are as follows:
Superimposed Dead Loads (included, but not limited to):
MEP and Ceiling: 10 psf Roof Assemblies Above Decking: 10 psf Roof PV Panels: 5 psf Architectural Floor Finishes: 10 psf Sprinkler Systems: See Below
Fire sprinkler piping supported by the structural system is to be distributed so that the weight of the water-filled pipe divided by tributary area of the supporting member does not exceed 5 pounds per square foot, and the loading imparted to any one structural member does not exceed 50 pounds per linear foot. Each structural support of the piping shall be designed to support a load equal to the weight of the water-filled pipe plus 250 pounds.
Live Loads*:
Roof: 20 psf Lobbies, Corridors, Stairs, and Exits 100 psf Corridors above first level 80 psf
*Live loads are reduced in accordance with the Building Code, where permissible. Live loads which exceed 100 psf and live loads in areas of public assembly have not been reduced.
3. Wind Loads:
The structure has been designed in accordance with ASCE 7 including the following wind design parameters:
Ultimate Design Wind Speed (3 second gust) 120 miles per hour Risk Category III Wind Exposure B Internal Pressure Coefficient ± 0.18
See the following design wind pressures for exterior components and cladding materials not specifically designed by the registered design professional responsible for the design of the structure:
4. Earthquake Loads (does not control design): The structure has been designed in accordance with ASCE 7 including the following seismic design parameters:
Risk Category II Seismic Importance Factor I/E =1.0
Mapped Spectral Acceleration, Short Period S/S = 0.065 Mapped Spectral Acceleration, 1-Second Period S/1 = 0.042 Site Class D Spectral Response Coefficient, Short Period S/D/S = 0.069
Spectral Response Coefficient, 1-Second Period S/D/1 = 0.068 Seismic Design Category A Basic Seismic Force Resisting System SHEAR WALL Design Base Shear(s) V = C/S W/x (per ASCE7 Section 11.7)
Seismic Response Coefficient C/S = 0.01 Response Modification Factor R = 2
Analysis Procedure Used ELFP
5. Ground Snow Load: P/G = 5 psf.
6. Handrails and guardrails shall be designed in accordance with Table 1607.1 of the International Building Code as follows:
A. Handrail assemblies and guards shall be designed to support lateral load of 50 pounds per linear foot (PLF) applied in any direction at the top and to transfer this load through the supports to the structure.
B. Intermediate rails, balusters, and panel fillers shall be designed to support a horizontally applied normal load of 50 pounds on an area not to exceed one square foot including openings and space between rails. Reactions due to this loading are not required to be superimposed with those in note (a) above or note (c) below.
C. Handrail assemblies and guards shall be designed to support a load of 200 pounds applied in any direction at any point on the rail. These loads need not be assumed to act cumulatively with those in note (b) above.
7. Stair treads and stringers shall be designed for a uniform load of 100 PSF. Individual stair treads shall also be designed to support a 300 lb load on a 4 square inch area in a position that will cause maximum stress.
NET DESIGN WIND PRESSURE (PSF) FOR COMPONENTS & CLADDING
Refer to ASCE 7 for zone definition and locations.
NOTE 1: Effective areas between those given above, the pressure is permitted to be linearly interpolated.
NOTE 2: Net design wind pressures have been determined using Method 1 which represent the net pressures (sum of internal and external pressures) applied normal to building surfaces.
NOTE 3: Net design wind pressures provided above are ultimate wind loads based on the load combinations outlined in ASCE 7. Appropriate load factors should be applied based on the controlling design load combinations.
EFFECTIVE WIND AREA (SQ. FT.)
10 20 50 100
ZONE 1
ZONE 2
ZONE 3
ZONE 4
ZONE 5
ZONE 4
5 5
ZONE 4
2 3
A
A
ISOMETRIC VIEW PLAN VIEW
ZONE
ZONE
A A
ABBREVIATIONS
ARCH ARCHITECT, ARCHITECTURAL
BOD BOTTOM OF DECK (METAL DECK ONLY)
BP BASEPLATE
CFMF COLD FORMED METAL FRAMING
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONT CONTINUOUS
DBA DEFORMED BAR ANCHOR
EJ EXPANSION JOINT
ENG ENGINEER
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
FFE FINISH FLOOR ELEVATION
FTG FOOTING
GT GIRDER TRUSS
HCA HEADED CONCRETE ANCHOR
HDG HOT-DIP GALVANIZED
HDR HEADER
HORIZ HORIZONTAL
HSS HOLLOW STEEL SECTION
INFO INFORMATION
KSI KIPS PER SQUARE INCH
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
LW LIGHT WEIGHT
MAX MAXIMUM
MCJ MASONRY CONTROL JOINT
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFR MANUFACTURER
MIN MINIMUM
NTS NOT TO SCALE
NW NORMAL WEIGHT
O.C. ON CENTER
O.H. OPPOSITE HAND
PCF POUNDS PER CUBIC FOOT
PJP PARTIAL JOINT PENETRATION
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
REF REFER, REFERENCE
REINF REINFORCED, REINFORCEMENT
REQ'D REQUIRED
SIM SIMILAR
SOG SLAB ON GRADE
SQ SQUARE
SS STAINLESS STEEL
T.O. TOP OF
T.O. WALL TOP OF WALL
TOC TOP OF CONCRETE
TOD TOP OF DECK (WOOD DECKING ONLY)
TOS TOP OF STEEL
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT VERTICAL
WWF WELDED WIRE FABRIC
SHEET INDEX
S0 SERIES STRUCTURAL NOTES
S1 SERIES PLANS
S2 SERIES ENLARGED PLANS
S3 SERIES CONCRETE
S4 SERIES CMU
S5 SERIES STEEL
S6 SERIES WOOD
S7 SERIES ELEVATORS
FO
O
TIN
G M
AR
K
T.O
. FO
O
TIN
G
ELEVATIO
N
PIER
M
AR
K
T.O
. PIER
ELEVATIO
N
INDICATES ISOLATED FOOTING
INDICATES STRAIGHT SHAFT PIER
PIER
M
AR
K
T.O
. PIER
ELEVATIO
N
INDICATES BELLED PIER
H
SS C
O
LUM
N
SIZE
BASEPLATE TYPE
INDICATES HSS COLUMN
W F C
O
LU
M N
SIZE
BASEPLATE TYPE
INDICATES WF COLUMN
INDICATES MOMENT CONNECTION
INDICATES SCHEDULED CMU WALLM#
INDICATES SLAB OR DECK
SPAN DIRECTION
W O O D C
O
LU
M N
SIZE
INDICATES WOOD COLUMN
FACTORED VERTICAL
BEAM END REACTION
NUMBER OF
SHEAR STUDS
75K W18X35 (XX) 50K
C = XX" H = 15KH = 15K
BEAM CAMBER
ADDITIONAL FACTORED
DRAG FORCE
INDICATES COMPOSITE STEEL BEAM
W12X19 INDICATES BOTTOM OF DECK (BOD)
ELEVATION. ROOF DECK SLOPES
LINEARLY BETWEEN NOTED ELEVATIONS.
BOD = 115'-0"
H D U
8-SD
S2.5
INDICATES REQUIRED HOLD-DOWN
AT ENDS OF WOOD SHEAR WALL
AT SUPPORTING CONCRETE SLAB
SYMBOLS LEGEND
INDICATES SCHEDULED WOOD SHEAR
WALL BELOW. SCHEDULED SHEATHING
AND NAILING IS REQUIRED FOR SHEAR
WALL LENGTH SHOWN. HOLD-DOWN
OCCURS AT TOP OF SHEAR WALL BELOW.
(17'-0")1
CMU
HATCH LEGEND
CONCRETE
EXISTING BUILDING
GROUT
PLYWOOD
STEEL
MEP EQUIPMENT
EN
D W
ALL PO
ST
H O
LD-D
O W
N
TYPE
EN
D W
ALL PO
ST
H O
LD-D
O W
N
TYPE
INDICATES SHEAR
WALL MARK
INDICATES MINIMUM
SHEAR WALL LENGTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved Project Director:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
FULLY SPRINKLERED
INTERIORSARCHITECTURE
COX DESIGN ASSOCIATES
PLANNING
AUSTIN CHICAGO DENVER EL PASO
C U s e rs \T ilm a n S c h o b e r\ D o c u m e n ts
\2 .1
.C o x .W a c o B u ild in g
R ti lm a n
Z X
T
.r v t
/1
/2
:1
:1
P
M
S000
STRUCTURAL NOTES WACO BUILDING 10
EAST DORIS MILLER CIR
WACO, TX 76711
TS ZY
22.113
08/19/22Revisions: Date:
100% CD SET
X A
S
TFO E
N
E
I G
NNCE S
E
DE
AN L
R E
T A
ET
S
I
I
L
S S
E
R F
O P
O
89190
DANTE ANGELINI
08.18.2208.19.22
FOUNDATION AND SITE PREPARATION
1. Geotechnical information indicated in the structural drawings are intended to replicate the recommendations stated in the geotechnical report. The geotechnical report shall govern in the case of any discrepancies. Contractor shall comply with recommendations indicated therein and all clarifications and interpretations of the report shall be made by the Geotechnical Engineer.
2. The subsurface information and foundation design are based on a geotechnical report prepared by Terracon, Project Number 96095120, dated December 4, 2009. The contractor shall perform excavations, foundation construction, and preparation of the subgrade under the slab on grade in accordance with the recommendations contained in the geotechnical report and Contract Documents.
See DESIGN BASIS notes for design values from the report.
3. Place backfill behind retaining walls after concrete has attained a 28-day design strength. Brace building and pit walls below grade from lateral loads until attached floors and slabs on grade have attained a 28-day design strength.
4. Within the foundation outline and 5'-0" beyond, remove all fat clay and/or unstable, completely weathered limestone strata, all organics (I.E., roots, trees, grass, and other humus), any building foundations or rubble, and any other deleterious materials to a minimum depth of 24".
5. Foundation conditions noted during construction, which differ from those described in the geotechnical report shall be reported to the architect, geotechnical engineer and StructuresPE, LLP before further construction is attempted.
6. The floor subgrade shall be properly compacted and proofrolled and shall be free of standing water, mud and frozen soil.
7. A vapor barrier with a performance equivalent to a 15 mil stego wrap vapor barrier shall be placed beneath the slab on grade and shall be continuous under all grade beams. Refer to specifications, when provided, for additional information.
8. In areas where limestone is exposed at the cut surface, remove a depth of limestone to provide for at least 6" of compacted select fill. In areas where soil or completely weathered limestone is exposed, scarify at least six inches of the cut soil subgrade and recompact to at least 95% of the maximum dry density determined using Texas State Department of Highways and Public Transportation (SDHPT) Test Method TEX-113-E conducted with a laboratory compacted effort of 6.63 FT lbs/cu. in. Hold water contents within ± 2%.
9. Contractor shall bring the building pads to grade with select fill material conforming to the recommendations of the geotechnical report. Contractor shall certify the compaction of the select fill material according to the testing requirements of the geotechnical report.
10. Means and methods of utility attachment shall be the responsibility of the contractor and do not fall under the scope of these structural documents.
11. The foundation design assumptions do allow for a limited amount of potential vertical rise that will not affect structural stability. This allowance in design does not cover architectural, mechanical, electrical or plumbing features.
12. Do not allow water or debris to stand in trenches. It bottoms of trenches become softened due to rain or slurry or other water before concrete is placed, excavate softened material and replace with properly compacted backfill or concrete.
CONCRETE TESTING
1. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.
A. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CO-1 or an equivalent certification program.
B. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI-Certified Concrete Laboratory Testing Technician - Grade II.
2. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements:
A. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof.
B. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd or fraction thereof of each concrete mixture placed each day.
C. When frequency of testing will provide fewer than five compressive strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used.
3. Slump: ASTM C 143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change.
4. Air Content: ASTM C 231, pressure method, for normal-weight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.
5. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg. F and below and when 80 deg. F and above, and one test for each composite sample.
6. Unit Weight: ASTM C 567, fresh unit weight of structural concrete; one test for each composite sample, but not less than one test for each days' pour of each concrete mixture.
7. Compression Test Specimens: ASTM C 31
A. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample.
B. Cast and field cure two sets of two standard cylinder specimens for each composite sample.
8. Compressive- Strength Tests: ASTM C 39; test one set of two laboratory-cured specimens at 7 days and one set of two specimens at 28 days.
A. Test one set of two field-cure specimens at 7 days and one set of two specimens at 28 days.
B. A compressive strength test shall be the average compressive strength from a set of two specimens obtained from same composite sample and tested at age indicated.
9. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, Contractor shall evaluate operations and provide corrective procedures for protecting and curing in-place concrete.
10. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi.
11. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests.
12. Nondestructive testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete.
13. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with AST C 42 or by other methods as directed by Architect.
CONCRETE
9. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
10. Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents.
1. Concrete in the following areas shall have the following characteristics:
28-day Max w/ Max Usage Strength (f'c) Slump (in.)A cm Ratio Air contentB/C Agg. Size
Drilled Piers: 3000 psi 5-7 0.50 -- 1" Pier Caps: 4000 psi 3-5 0.50 -- 1" Plinths: 4000 psi 3-5 0.50 3-6% 1" Elevated Slabs and Beams: 4000 psi 3-5 0.45 3-6% 1" Concrete Slab on Steel Deck: 3500 psi 3-5 0.45 -- 1"
A. Slump shall be measured before adding water reducing admixture or plasticizing mixture.
B. Do not allow air content to exceed 3 percent for trowel-finished floors or for concrete slabs receiving a polished finish.
C. Specified air content is only required when elements are permanently exposed to weather and outside of the conditioned building envelope perimeter.
2. The minimum amounts of cementitious material may be changed if a concrete performance mix is submitted to the structural engineer for approval two weeks prior to placing any concrete. The performance mix shall include the amounts of cement, fine and course aggregate, water and admixtures, as well as the water-cement ratio, slump, and strength data in accordance with ACI 318.
The use of a performance mix requires batch plant inspection, the cost of which shall be paid by the general contractor. Review of mix submittals by the Engineer of Record indicates only that information presented conforms generally with contract documents. Contractor or supplier maintains full responsibility for specified performance.
3. All concrete mix designs shall be reviewed and approved by the testing agency prior to sending to the engineer of record for approval.
4. Use the following cementitious materials, of the same type, brand and source throughout the Project:
Portland Cement: ASTM C 150, Type I/II
5. Fly ash may be used as a pozzolan to replace a portion of the portland cement in a concrete mix, subject to the approval of the structural engineer. Fly ash, when used, shall conform to ASTM C618, Type C or F. Concrete mixes using fly ash shall be proportioned to account for the properties of the specific fly ash used and to account for the specific properties of the fly ash concrete thus resulting. The ratio of the amount of the fly ash to the total amount of fly ash and cement in the mix shall not exceed the following:
Drilled Piers: 40 percent Architecturally Exposed Concrete Slabs: 10 percent All Other Concrete: 25 percent
6. Normal weight aggregates shall conform to ASTM C33 and be provided from a single source. Fine a ggregates shall be free of materials with deleterious reactivity to alkali in cement
7. Lightweight aggregate shall conform to ASTM C 330.
8. Water shall conform to ASTM C 94/C 94M and be potable.
9. Admixtures if used shall be subject to the approval of the structural engineer.
10.Water shall not be added to the concrete at the jobsite unless the total water quantity including the water added at the jobsite does not exceed the total water quantity of the reviewed mix design. It shall be the responsibility of the contractor to coordinate the requirements of the concrete supplier and pumper to meet this requirement and to ensure a pumpable and workable mix. The use of plasticizers, retardants, and other additives shall be at the option of the contractor subject to the approval of StructuresPE, LLP. Follow the recommendations of the manufacturer for the proper use of additives.
the use of calcium chloride or other chloride bearing salts is not permitted.
11.Mixing, transporting, and placing of concrete shall conform to ACI 301 and ASTM C 94.
12.Conformance to ACI 305.1 "Specification for Hot Weather Concreting" is required when air temperature is above 90 deg F.
13.Conformance to ACI 306 "Cold Weather Concreting" is required when a period for more than three (3) consecutive days, the average daily air temperature is below 40 deg F and the air temperature is not greater than 50 deg F for more than one-half of any 24 hour period.
14.The fire protection rating for this project is based upon the use of normal weight aggregate concrete made with carbonate aggregates. Carbonate aggregates consist mainly of calcium or magnesium carbonate, e.g., limestone or dolomite, and contain 40 percent or less quartz, chert and flint.
15.General contractor shall notify the architect and StructuresPE, LLP 48 hours prior to placement of concrete in the foundation.
16.During construction, the contractor shall provide temporary shoring of walls which are ultimately supported top and bottom. Such shoring shall not be removed until the supporting elements are in place, the concrete in the walls and supporting elements has attained the specified 28 day compressive strength (fc') and compaction of the backfill against the wall has been completed.
17.Detailing of concrete reinforcement bars and accessories shall conform to the recommendations of ACI 315 "Details and Detailing of Concrete Reinforcement" and ACI SP-66 "Detailing Manual". Placing of reinforcing bars shall conform to the recommendations of ACI 315R "Manual of Engineering" and placing drawings for reinforced concrete structures" and CRSI "Manual of Standard Practice".
18.No conduit or piping larger than 1" I.D. shall be run in structural concrete members unless shown on structural drawings.
19.All pipe sleeves in concrete members shall be schedule 40 pipe unless noted otherwise on the structural drawings. Location of the sleeves shall be as approved by the Structural Engineer. Provide 3 additional stirrups each side of each sleeve in beams and space as directed by the Engineer.
20.Reinforced steel shall be deformed new billet steel bars in…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .