2-Plans (Sealed).pdf
PDF 20 MB Posted
- Solicitation number
- 2026-18
- Issued by
- Denton County, Texas
About this file
This document consists of construction plans and specifications for the Terminal Building Exterior EIFS Removal and Replacement Project at East Texas Regional Airport (ETRA), located at 269 Terminal Circle, Longview, Texas 75603, prepared by KSA Engineering for Gregg County, Texas. The project involves the complete demolition of existing Exterior Insulation and Finish System (EIFS) cladding and its replacement with new brick masonry or Insulated Metal Panel (IMP) cladding systems. The scope of work encompasses removal of existing EIFS assemblies and sheathing down to various substrate types including concrete masonry units, cold-formed steel framing, cast-in-place concrete, and brick masonry; installation of new 2-inch polyiso rigid insulation with R-8 rating or 2-inch IMP over 1.5-inch metal hat channels; application of fluid-applied vapor barriers; and replacement of associated components including mechanical equipment, awnings, parapet coping caps, fencing, and signage. The construction documents dated May 8, 2026, include detailed floor plans, roof plans, elevations, wall sections, and specifications across multiple sheets showing existing, demolition, and new conditions. The project maintains ongoing building operations throughout construction, with roof access restricted to exterior access only and designated construction lay-down areas established to avoid blocking driveways.
The construction documents establish comprehensive requirements for site management, including contractor responsibility for documenting existing damage, maintaining proper drainage, and repairing all ground disturbance caused by construction activities. The contractor must obtain all required permits and building permits for the work and verify existing building conditions and dimensions in the field, notifying the architect of any discrepancies. Specific demolition protocols require removal and protection of existing jetways, fencing, mechanical equipment, and other site elements, with temporary sealing of openings during demolition to prevent water and air infiltration. The project includes multiple exterior wall configurations with different base conditions and insulation specifications, detailed interior modifications including door and window replacements, and mechanical chase construction. New pre-finished metal parapet capping, metal awnings, screening wall assemblies, and associated flashing and waterproofing details are specified throughout. All work must comply with federal, state, and local codes and ordinances, with sealed building envelopes required to prevent moisture vapor, air, and light transmission infiltration.
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
1111 Hawn Avenue Shreveport, LA 71107 www.ksaeng.com phone 318.221.7501 fax 318.221.7635
S E
T N
O
G G
G
E X
T E
R
IO
R E
IF
S
R E
M O
V A
L A
N D
R E
P L A
C E
M E
N T
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
M A
Y
GGG - EXTERIOR EIFS REMOVAL AND REPLACEMENT
EAST TEXAS REGIONAL AIRPORT (ETRA)
269 TERMINAL CIR, LONGVIEW, TX 75603
CONSTRUCTION DOCUMENTS
MAY 8, 2026
100780
EAST TEXAS REGIONAL AIRPORT
269 TERMINAL CIR
LONGVIEW, TEXAS 75603
T R
U E
N O
R T
H
PROJECT LOCATION MAP
PROJECT VICINITY MAP
GENERAL
G0.00 COVER SHEET
ARCHITECTURAL
A0.01 GENERAL ARCHITECTURAL INFORMATION
AS1.01 ARCHITECTURAL SITE PLAN
A1.00 EXISTING FLOOR PLAN
AD1.01 DEMOLITION FLOOR PLAN
A1.01 NEW FLOOR PLAN
A1.02 EXISTING SECOND FLOOR PLAN
AD1.03 DEMOLITION SECOND FLOOR PLAN
A1.03 NEW SECOND FLOOR PLAN
A1.04 ALTERNATE #1 PLANS AND DETAILS
A1.10 EXISTING ROOF PLAN
AD1.11 DEMOLITION ROOF PLAN
A1.11 NEW ROOF PLAN
A2.00 EXISTING EXTERIOR ELEVATIONS
A2.01 EXISTING EXTERIOR PHOTOGRAPHS
A2.02 EXISTING EXTERIOR PHOTOGRAPHS
AD2.03 DEMOLITION EXTERIOR ELEVATIONS
A2.03 NEW EXTERIOR ELEVATIONS
A2.10 EXISTING ENLARGED EXTERIOR ELEVATIONS
AD2.11 DEMOLITION ENLARGED EXTERIOR ELEVATIONS
A2.11 NEW ENLARGED EXTERIOR ELEVATIONS
A2.12 EXISTING ENLARGED EXTERIOR ELEVATIONS
AD2.13 DEMOLITION ENLARGED EXTERIOR ELEVATIONS
A2.13 NEW ENLARGED EXTERIOR ELEVATIONS
A2.14 EXISTING ENLARGED EXTERIOR ELEVATIONS
AD2.15 DEMOLITION ENLARGED EXTERIOR ELEVATIONS
A2.15 NEW ENLARGED EXTERIOR ELEVATIONS
PROJECT SITE
T R
U E
N O
R T
H
A2.16 EXISTING ENLARGED EXTERIOR ELEVATIONS
AD2.17 DEMOLITION ENLARGED EXTERIOR ELEVATIONS
A2.17 NEW ENLARGED EXTERIOR ELEVATIONS
A2.18 ALTERNATE #1 ENLARGED ELEVATIONS
A3.01 EXTERIOR WALL SECTIONS
A3.02 EXTERIOR WALL SECTIONS
A3.03 EXTERIOR WALL SECTIONS
A5.01 EXTERIOR WALL DETAILS
A5.02 EXTERIOR WALL DETAILS
A5.03 EXTERIOR WALL DETAILS
A5.04 EXTERIOR WALL DETAILS
A5.05 EXTERIOR WALL DETAILS
A5.06 EXTERIOR WALL DETAILS
A5.07 EXTERIOR AWNING DETAILS
A5.08 SCREENING WALL DETAILS
A5.09 SIGNAGE DETAILS
A5.10 EXTERIOR MECHANICAL CHASE PLAN DETAILS
A5.11 EXTERIOR MECHANICAL CHASE WALL SECTIONS
A5.12 EXTERIOR MECHANICAL CHASE WALL SECTIONS
A5.13 EXTERIOR MECHANICAL CHASE DETAILS
A5.14 INTERIOR WALL DETAILS
A5.21 PLAN DETAILS
A5.22 PLAN DETAILS
A6.01 ALTERNATE #1 NEW DOOR AND WINDOW SCHEDULES
A6.02 ALTERNATE #1 NEW DOOR AND WINDOW DETAILS
A7.01 EXISTING REFLECTED CEILING PLANS
AD7.02 DEMOLITION REFLECTED CEILING PLANS
A7.02 NEW REFLECTED CEILING PLANS
A8.01 INTERIOR ELEVATIONS
A8.02 INTERIOR ELEVATIONS
A9.00 EXISTING 3D VIEWS
A9.01 NEW 3D VIEWS
STRUCTURAL
S1.01 FOUNDATION PLAN AND STRUCTURAL NOTES
S1.02 FOUNDATION DETAILS
MECHANICAL
MD1.01 HVAC DEMOLITION FLOOR PLAN
M1.01 HVAC PLAN
PLUMBING
P1.01 PLUMBING FLOOR PLAN
ELECTRICAL
E1.01 ES1.01
STRUCTURAL CONSULTANT
MEP CONSULTANT
EMA ENGINEERING & CONSULTING INC.
9441 STEVENS ROAD #200
SHREVEPORT, LA 71106
318.425.4500
S.E. HUEY CO.
1111 N 19TH ST
MONROE, LA 71201
318.325.1791
10'-0"
E.J.
FIRST FLOOR
EL. = XX'-X"
X
ROOF SLOPE
1 HOUR FIRE WALL CONSTRUCTION
2 HOUR FIRE WALL CONSTRUCTION
NORTH ARROW
SPOT ELEVATION (PLAN ONLY)
FINISH GRADE ELEVATION (PLAN ONLY)
ONE WAY TRAFFIC
TWO WAY TRAFFIC
ELEVATION (SECTIONS & ELEVATIONS)
BREAK LINE
EXPANSION JOINT
CENTERLINE
DIMENSION LINE
WALL TYPE TAG
ELEVATION TAG (INTERIOR)
BUILDING SECTION REFERENCE
WALL SECTION REFERENCE
ENLARGED VIEW/ DETAIL CALLOUT
COLUMN GRID LINE
KEYNOTE
WINDOW TAG
ROOM TAG
EXISTING WALL
NEW WALL
DOOR TAG - RE: DOOR SCHEDULE
MATERIAL (CPT, VCT, CT, CONC)
NUMBER (IF THERE IS MORE THAN ONE COLOR OF THE
SAME MATERIAL)
FLOOR FINISH TAG
CHANGE IN FLOOR FINISH (CPT,VCT,CT,CONC)
ROOM NAME
XXX
XXX
XX
XX
X
XX.XX
X
XX.XX
X
XX.XX
X
XX.XX
X
X
XXX
XXXXXX
X
SYMBOL LEGEND:
ROOM SIGNAGE TAG RE: ROOM SIGNAGE SCHEDULEXX
0' -0
" A .F
.F
FG
.0
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
L A
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
/8
/2
:4
:4
A M
A0.01
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
G E
N E
R A
L A
R C
H
IT
E C
T U
R A
L I
N F
O R
M A
T
IO
N
MAY 8, 2026
GENERAL NOTES:ABBREVIATION LEGEND:
1. CONSTRUCTION AND INSTALLATION SHALL CONFORM TO ALL FEDERAL,
STATE, AND LOCAL CODES AND ORDINANCES.
2. PROVIDE A COMPLETE VAPOR RETARDER AT EXTERIOR WALLS
INCLUDING SPACES ABOVE SUSPENDED CEILING AND SOFFITS.
3. SEAL ALL PENETRATIONS AT EXTERIOR BUILDING CONSTRUCTION.
PROVIDE A SEALED BUILDING ENVELOPE TO PREVENT INFILTRATION OF
MOISTURE VAPOR AIR AND LIGHT TRANSMISSION.
4. PACK SAFING INSULATION IN VOID SPACE BETWEEN DECK AND TOP OF
ALL FIRE RATED AND SOUND INSULATED WALL PARTITIONS. SEAL ALL
PENETRATIONS WITH APPROVED SEALANT.
5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, AND
INSPECTIONS REQUIRED IN CONNECTION WITH THE WORK. THE
CONTRACTOR SHALL PAY FOR ALL PLAN REVIEW FEES ASSOCIATED
WITH OBTAINING A BUILDING PERMIT.
6. PROVIDE TRANSITION STRIPS @ ALL FLOOR FINISH TRANSITION
LOCATIONS WHETHER INDICATED ON PLANS OR NOT.
7. ALL WALLS ARE DIMENSIONED TO FACE OF STUD, ℄OF COLUMN, OR FACE
OF MASONRY UNIT.
8. CONTRACTOR SHALL VERIFY ALL SCALES & DIMENSIONS.
9. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION,THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION
FROM THE ARCHITECT.
10. ALL EXIT DOORS TO HAVE EXIT SIGNS AT 60" A.F.F. (AS REQUIRED TO
MEET LOW LEVEL EXIT SIGNAGE PER ADAAG)
ADD ALT ADDITIVE ALTERNATIVE
A.F.F. ABOVE FINISHED FLOOR
B.O. BOTTOM OF
BLDG. BUILDING
C.G. CORNER GUARD
C.J. CONTROL JOINT
CLG. CEILING
CMU CONCRETE MASONRY UNIT
D.S. DOWN SPOUT
DIA. DIAMETER
E.J. EXPANSION JOINT
E.W.C. ELECTRIC WATER COOLER
EX. EXISTING
EXP. EXPOSED STRUCTURE
F.G. FINISH GRADE
F.O. FACE OF
FIN. FLR. FINISHED FLOOR
GYP. BD. GYPSUM BOARD
HORZ. HORIZONTAL
HT. HEIGHT
INSUL. INSULATION
JT. JOINT
LAM. LAMINATED
L.W. LINE WEIGHT
MANUF. MANUFACTURER
M.E.G. MATCH EXISTING GRADE
MTL. METAL
MWI# MILLWORK ITEM NO.
N.I.C. NOT IN CONTRACT
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED
O.F.O.I. OWNER FURNISHED OWNER INSTALLED
O.H. OPPOSITE HAND
PCCP: PORTLAND CEMENT CONCRETE PAVING
RE: REFERENCE
SIM. SIMILAR
THK. THICK
T.O. TOP OF
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
W.P. WALL PADDING
MATERIAL LEGEND:
AL ALUMINUM
AM ACOUSTICAL MATERIAL
CONC CONCRETE
CPT CARPET
CT CERAMIC TILE
HW DOOR HARDWARE
GC GLAZED COATING
GWB GYPSUM WALL BOARD
HM HOLLOW METAL
MBL MARBLE
MT MARBLE THRESHOLD
PL PLASTIC LAMINATE
PNTE PAINT (EPOXY)
PNTLO PAINT (LOW ODOR)
RB RESILIENT BASE
RST RUBBER STAIR TREAD
SFT SPECIAL FLOOR TREATMENT
SS STAINLESS STEEL
ST STAIN
TS TRANSITION STRIP
TZ SYNTHETIC MATRIX TERRAZO
VCT VINYL COMPOSITION TILE
VWC VINYL WALL COVERING
WD WOOD
GENERAL SITE NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL
EXISTING DAMAGE AND NOTIFY OWNER OR OWNER'S
DESIGNATED POINT OF CONTACT PRIOR TO STARTING
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION,
SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITES, STRIPING,
CURB, RUTS FORMED ON GROUND CAUSED BY HEAVY
CONSTRUCTION EQUIPMENT, BUILDING ELEMENTS, ETC.
DAMAGES SHALL BE REPORTED TO OWNER OR OWNERS
DESIGNATED POINT OF CONTACT PRIOR TO REPAIR. REPAIRS
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDTIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
PROPER DRAINAGE THROUGHOUT THE SITE DURING
CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY
NEGATIVE IMPACTS TO EXISTING PROPERTIES.
3. CONTRACTOR TO REPAIR ALL DAMAGE TO GROUND DISTURBED
BY CONSTRUCTION ACTIVITIES SUCH AS BUT NOT LIMITED TO
RUTS, DEPRESSIONS, DEAD PLANTING/GRASS.
N O
R
E V
IS
IO
N D
A T
E
AREA OF WORK
R
E A
O F
W O
R K
A R
E A
O F
W O
R K
A R
E A
O F
W O
R K
AREA OF WORK
A R
E A
O F
W O
R K
A R
E A
O F
W O
R K
A R
E A
O F
W O
R K
G A
R D
IN
E
R M
IT
C
H E
L L P
K W
Y
T E
R M
IN
A
L C
IR
TERMINAL CIR
TERMINAL CIR
TER
M
IN
A L C
IR
EAST TEXAS
REGIONAL AIRPORT
CONTRACTOR SHALL NOT
BLOCK DRIVEWAYS
CONTRACTOR SHALL NOT BLOCK DRIVEWAYS DESIGNATED CONSTRUCTION LAY DOWN AREA
ROOF ACCESS FOR CONSTRUCTION PERSONNEL AND
TRANSFER OF MATERIALS SHALL BE FROM THE BUILDING
EXTERIOR ONLY. THE COMMON FUNCTION OF BUILDING
WILL BE ONGOING AND IN FULL USAGE THROUGHOUT
THE DURATION OF CONSTRUCTION. THE ROOF SHALL
NOT BE ACCESSED VIA DOORS FROM THE INTERIOR.
REFERENCE GENERAL SITE NOTES ON A0.01.
CONTRACTOR TO REPAIR ALL DAMAGE TO GROUND
DISTURBED BY CONSTRUCTION ACTIVITIES SUCH AS BUT
NOT LIMITED TO RUTS, DEPRESSIONS, AND DEAD
PLANTING/GRASS.
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:4
A M
AS1.01
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
A R
C H
IT
E
C T
U R
A L S
IT
E
P L
A N
MAY 8, 2026
1" = 40'-0"01
ARCHITECTURAL SITE PLAN
P L A
N
N O
R T
H
T R
U E
N O
R T
H
N O
R
E V
IS
IO
N D
A
A2.00
A .0
A2.00
A .0
1 2 3 4 5 6 7 8
A
B
C
E
F
D
A .1
A .1
A2.12
A .1
A2.10
A .1
A2.12
A .1
A2.14
A .1
A .1
A .1
A .1
A2.14
A2.14
A2.14
A2.10
A2.16
1a 1e
1c 1a
1c 1c 1a
1a
1a
1a
1a
1d 1a
1a 1a
1a
1a
1a
1a
1a
1a
1a
1b1b
1a
1a
1a 1a
1a1e1a1a
1a
1a
1a 1c 1c 1c
1a
1e
1c
1c
1a
3 3
4 4 4 4
4 4
6 6 6 6
12 12
16 16 16 16
1a
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
1e
A8.01
A .0
A .0
A .0
A .0
A .0
A8.01
A8.02
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
EXISTING ZINC METAL PANEL.
EXISTING STONE VENEER.
EXISTING STOREFRONT WINDOW.
EXISTING HOLLOW METAL DOOR.
EXISTING GARAGE DOOR.
EXISTING SLIDING VESTIBULE ENTRY DOOR.
EXISTING BOLLARD.
EXISTING JETWAY.
EXISTING CHAIN LINK FENCE.
EXISTING METAL FENCE.
EXISTING MECHANICAL WELL WITH METAL COVER.
EXISTING MECHANICAL EXHAUST VENTS.
EXISTING MECHANICAL/ELECTRICAL EQUIPMENT.
EXISTING PLANTING ZONE.
EXISTING AWNING COLUMN.
KEYNOTES:
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING CONCRETE MASONRY UNIT.
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING COLD FORMED STEEL FRAMING.
EXISTING EIFS OVER EXISTING CAST IN PLACE CONCRETE.
EXISTING EIFS OVER EXISTING BRICK MASONRY OVER EXISTING
CAST IN PLACE CONCRETE.
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING COLD FORMED STEEL FRAMING OVER EXISTING CAST IN
PLACE CONCRETE.
EXISTING FLOOR PLAN
EXTERIOR WALL LEGEND
1a
1b
1c
1d
1e
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:4
A M
A1.00
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
E X
IS
T
IN
G
F L
O O
R P
L A
N
MAY 8, 2026
1" = 10'-0"01
EXISTING FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
1 2 3 4 5 6 7 8
B
C
E
F
D
A D
.0
A D
.1
AD2.03
A D
.1
A D
.0
AD2.03
A D
.1
A D
.1
AD2.13
AD2.11
AD2.13
A D
.1
AD2.15
A D
.1
A D
.1
A D
.1
A D
.1
AD2.15
AD2.15
AD2.15
AD2.11
AD2.17
181a 1b 1c
1a
1c
1c 1a
1a
1a
1a 1d
1a 1a
1a
1a
1a
1a
1a
1a
1a
1a
1a
1a 1a
1a1a1a
1a
1a
1a 1c 1c 1c
1b
1a
1a
1a
10 101010
1a
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
1a 1b 1b
1c
1c
1b1b
A .0 d
A8.01
01d
A .0 d
A .0 d
A .0 d
A5.21
01d
A5.21
02d
A1.04
01d
A1.04
02d
A1.04
03d
A1.04
04d
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
A2.18
01d
REFERENCE SHEET A2.18
FOR ALTERNATE #1
A .0 d
A8.01
07d
A5.21
09d
2 2
A5.22
01d A5.22
02d
A8.02
01a
01d
A5.11
A5.10
01d
REMOVE EXISTING GYP BD AS INDICATED ON DETAILS A.500 SHEET
SERIES AND INTERIOR ELEVATIONS A.800 SHEET SERIES.
EXISTING JETWAY TO BE REMOVED AND PROTECTED DURING
DEMOLITION ACTIVITIES.
PORTION OF EXISTING CHAIN LINK FENCE TO BE REMOVED AND
PROTECTED DURING DEMOLITION ACTIVITIES.
PORTION OF EXISTING METAL FENCE TO BE REMOVED AND
PROTECTED DURING DEMOLITION ACTIVITIES.
REMOVE EXISTING MECHANICAL WELL COVER.
REMOVE EXISTING MECHANICAL EXHAUST (3) AND FASTENERS.
INFILL VOIDS FROM FASTENERS WITH APPROVED WATERTIGHT
SEALANT.
EXISTING ELECTRICAL/MECHANICAL/PLUMBING EQUIPMENT TO BE
REMOVED AND PROTECTED DURING DEMOLITION ACTIVITIES.
PROTECT EXISTING PLANTING ZONE DURING DEMOLITION.
REMOVE EXISTING AWNING COLUMN AND AWNING ABOVE IN
PREPARATION FOR NEW REPLACEMENT AS INDICATED ON
DETAILS A.500 SHEET SERIES.
DEMOLITION KEYNOTES:
REMOVE EXISTING EIFS CLADDING ASSEMBLY AND SHEATHING
CLEAR TO EXISTING CONCRETE MASONRY UNIT WALL.
THOROUGHLY CLEAR OF ALL DEBRIS, CLEAN, AND PREPARE
SURFACE TO RECEIVE NEW CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY AND SHEATHING
CLEAR TO EXISTING COLD FORMED STEEL FRAMING WALL.
THOROUGHLY CLEAR OF ALL DEBRIS, CLEAN, AND PREPARE
SURFACE TO RECEIVE NEW CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY CLEAR TO EXISTING
CAST-IN-PLACE CONCRETE WALL. THOROUGHLY CLEAR OF ALL
DEBRIS, CLEAN, AND PREPARE SURFACE TO RECEIVE NEW
CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY CLEAR TO EXISTING
BRICK MASONRY WALL. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE SURFACE TO RECEIVE NEW CLADDING
ASSEMBLY.
1a
EIFS DEMOLITION KEYNOTES:
1b
1c
1d
DEMOLITION GENERAL NOTES:
1.
2.
3.
DEMOLITION ACTIVITIES ARE NOT LIMITED TO SPECIFIC
DEMOLITION KEYNOTES. CONTRACTOR SHALL
COORDINATE ADDITIONAL DEMOLITION ITEMS, REMOVE
SUCH ITEMS, AND PREPARE REMAINING SURFACES AS
MAY BE REQUIRED FOR NEW CONSTRUCTION.
WHERE EXTERIOR PENETRATIONS MAY BE REQUIRED
DURING DEMOLITION ACTIVITIES, TEMPORARILY SEAL
OPENINGS AS NEEDED TO PREVENT THE INFILTRATION OF
AIR & WATER UNTIL VOIDS ARE PERMANENTLY INFILLED.
VERIFY WITH OWNER ANY MATERIALS TO BE SALVAGED.
DEMOLITION LEGEND:
SOLID LINEWORK INDICATES
EXISTING TO REMAIN.
DASHED LINEWORK INDICATES
EXTENT ITEM TO BE REMOVED
OR THAT IS AFFECTED BY
DEMOLITION ACTIVITIES.
REFERENCE THE ASSOCIATED
NOTATION FOR EACH ITEM.
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR
THE ORIGINAL BUILDING CONSTRUCTION. EXISTING
CONDITIONS CONVEYEED ARE BASED ON EXISTING
DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING
BUILDING CONDITIONS AND DIMENSIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE PROPOSED DESIGN COME
INTO QUESTION.
ALL COMPONENTS OF THE BUILDING TO BE
REMOVED AND PUT BACK IN PLACE SHALL BE
PROTECTED DURING DEMOLITION ACTIVITES.
MECHANICAL EQUIPMENT SHALL BE
RECONNECTED UPON INSTALLATION OF NEW
CLADDING SYSTEM. CONTRATOR MAY PROTECT
AND KEEP ITEM IN PLACE IF THE PROCESS DOES
NOT REQUIRE ITEM TO BE REMOVED.
CONTRACTOR MUST REPAIR OR REPLACE IF
DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT
NO ADDITIONAL COST TO THE OWNER.
2.
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
AD1.01
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
D E
M O
L
IT
IO
N
F L
O O
R P
L A
N
MAY 8, 2026
1" = 10'-0"01
DEMOLITION FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
B
C
E
F
D
A .0
A2.03
A .1
A .1
A .0
A2.03
A2.11
A .1
A .1
A2.17
A2.13
A2.13
A .1
A2.15
A .1
A .1
A .1
A .1
A2.15
A2.15
A2.15
A2.11
A3.01
A3.01
A3.01
A3.01
A3.01
A3.01
___ 10
A3.03
A3.02
A3.02
A3.02
A3.02
A5.08
A3.02
___ 08
A3.02
A3.02
A3.01
___ 01
A3.01
A3.02
1a
2e 2c
1a 2c
2c
1a
1a
1a
1a
2a
2d 2a
2a 2a
1a
1a
1a
2a
2a
1a
1a 1b1b
1a
1a
1a1a
1a1c1a1a
1a
1a 2c
2c
1a
2e
2c
2c
1a
1a
2a
2a1a
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
A8.01
01a
A .0 a
A .0 a
A .0 a
A .0 a
A5.21
01a
A5.21
02a
A1.04
01a
A1.04
02a
A1.04
03a
A1.04
04a
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
A2.18
01a
REFERENCE SHEET A2.18
FOR ALTERNATE #1
A .0 a
1a
A8.01
07a
A5.21
09a
A .1 b
2e
A5.22
01a
A5.22
02a
A8.02
01d
2f
A5.10
01a
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
NEW HOLLOW METAL DOOR WITHIN EXISTING ROUGH OPENING.
REPLACE EXISTING JETWAY UPON COMPLETION OF EXTERIOR
CLADDING INSTALLATION.
REPLACE PORTION OF EXISTING CHAIN LINK FENCE UPON
COMPLETION OF EXTERIOR CLADDING INSTALLATION.
REPLACE PORTION OF EXISTING METAL FENCE UPON COMPLETION
OF EXTERIOR CLADDING INSTALLATION.
NEW METAL PLATE COVER.
NEW MECHANICAL CHASE.
REPLACE EXISTING ELECTRICAL/MECHANICAL/PLUMBING EQUIPMENT
AT SAME LOCATION.
NEW PRE-FINISHED METAL AWNING.
NEW KEYNOTES:
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
EXISTING CMU.
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
NEW PLYWOOD SHEATHING OVER EXISTING STEEL FRAMING.
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
NEW PLYWOOD SHEATHING OVER EXISTING STEEL FRAMING
OVER EXISTING CIP CONCRETE.
NEW FLOOR PLAN
EXTERIOR WALL LEGEND: BRICK MASONRY
1a
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING CMU.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER EXISTING STEEL FRAMING.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING BRICK MASONRY
OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER EXISTING STEEL FRAMING OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER NEW STEEL FRAMING.
1b
1c
2a
2b
2c
NEW FLOOR PLAN
EXTERIOR WALL LEGEND: IMP
2d
2e
2f
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
A1.01
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
N E
W F
L O
O R
P L A
N
MAY 8, 2026
1" = 10'-0"01
NEW FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
A .0
A2.00
A .0
1 2 3 4 5 6 7 8
A
B
C
E
F
D
A .1
A .1
A2.12
A .1
A2.10
A .1
A2.12
A .1
A2.14
A .1
A2.14
A2.10
A2.16
A .1
A2.16
A
.1
OPEN TO BELOW
4 4 4 4
EXTERIOR
7 7 7
9 9 9
1010 10
12 12
1b
1b
1b
1b
1b
1a1e 1e 1e 1e1a1a 1a1a 1c
1c
1c
1c
1c
1c
1b
1b
OPEN TO BELOW
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
EXISING PARAPET BELOW
EXISTING HVAC DUCT
EXISING PARAPET BELOW
EXISTING HVAC DUCT
A8.01
A .0
A .0
A .0
A .0
A8.02
A8.02
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING CONCRETE MASONRY UNIT.
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING COLD FORMED STEEL FRAMING.
EXISTING EIFS OVER EXISTING CAST IN PLACE CONCRETE.
EXISTING EIFS OVER EXISTING BRICK MASONRY OVER EXISTING
CAST IN PLACE CONCRETE.
EXISTING EIFS OVER EXISTING PLYWOOD SHEATHING OVER
EXISTING COLD FORMED STEEL FRAMING OVER EXISTING CAST IN
PLACE CONCRETE.
EXISTING FLOOR PLAN
EXTERIOR WALL LEGEND
1a
1b
1c
1d
1e
EXISTING ZINC METAL PANEL.
EXISTING STONE VENEER.
EXISTING STOREFRONT WINDOW.
EXISTING HOLLOW METAL DOOR.
EXISTING PRE-FINISHED METAL LOUVER.
EXISTING PRE-FINISHED METAL PARPAET CAP.
EXISTING PVC ROOFING SYSTEM.
EXISTING MODIFIED BITUMEN ROOFING SYSTEM.
EXISTING SKYLIGHT.
EXISTING CANOPY.
EXISTING AWNING.
EXISTING 6' SCREEN WALL ASSEMBLY ON EXISTING PARAPET WALL.
TUBE SUPPORT SYSTEM FOR SCREEN WALL ASSEMBLY ON EXISTING
PARPAET WALL.
EXISTING ROOFTOP HVAC UNIT.
EXISTING ROOFTOP HVAC DUCT.
KEYNOTES:
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
A1.02
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
E X
IS
T
IN
G
S E
C O
N D
F L
O O
R P
L A
N
MAY 8, 2026
1" = 10'-0"01
EXISTING SECOND FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
B
C
E
F
D
A D
.0
A D
.1
AD2.03
A D
.1
A D
.0
AD2.03
A D
.1
A D
.1
AD2.13
AD2.11
AD2.13
A D
.1
AD2.15
A D
.1
AD2.15
AD2.11
AD2.17
A D
.1
AD2.17
A
D .1
OPEN TO BELOW
1c
1c
1c
1b
1b
1c
1b
1b
1b
1c
1a1b1b 2
2 2
4 4
OPEN TO BELOW
EXTERIOR
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
1b 1a 1a 1b1a 1a 1b
1b
A .0 d
A8.01
01d
A .0 d
A .0 d
A .0 d
EXISTING PARAPET
COPING CAP TO REMAIN
A1.04
09d
A2.18
01d
REFERENCE SHEET A2.18
FOR ALTERNATE #1
REFERENCE SHEET A1.04
FOR ALTERNATE #1
A8.02
01a
A8.02
02d
A1.04
07d
REFERENCE SHEET A1.04
FOR ALTERNATE #1
A5.10
03d
DEMOLITION GENERAL NOTES:
1.
2.
3.
DEMOLITION ACTIVITIES ARE NOT LIMITED TO SPECIFIC
DEMOLITION KEYNOTES. CONTRACTOR SHALL
COORDINATE ADDITIONAL DEMOLITION ITEMS, REMOVE
SUCH ITEMS, AND PREPARE REMAINING SURFACES AS
MAY BE REQUIRED FOR NEW CONSTRUCTION.
WHERE EXTERIOR PENETRATIONS MAY BE REQUIRED
DURING DEMOLITION ACTIVITIES, TEMPORARILY SEAL
OPENINGS AS NEEDED TO PREVENT THE INFILTRATION OF
AIR & WATER UNTIL VOIDS ARE PERMANENTLY INFILLED.
VERIFY WITH OWNER ANY MATERIALS TO BE SALVAGED.
DEMOLITION LEGEND:
SOLID LINEWORK INDICATES
EXISTING TO REMAIN.
DASHED LINEWORK INDICATES
EXTENT ITEM TO BE REMOVED
OR THAT IS AFFECTED BY
DEMOLITION ACTIVITIES.
REFERENCE THE ASSOCIATED
NOTATION FOR EACH ITEM.
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR
THE ORIGINAL BUILDING CONSTRUCTION. EXISTING
CONDITIONS CONVEYEED ARE BASED ON EXISTING
DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING
BUILDING CONDITIONS AND DIMENSIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE PROPOSED DESIGN COME
INTO QUESTION.
ALL COMPONENTS OF THE BUILDING TO BE
REMOVED AND PUT BACK IN PLACE SHALL BE
PROTECTED DURING DEMOLITION ACTIVITES.
MECHANICAL EQUIPMENT SHALL BE
RECONNECTED UPON INSTALLATION OF NEW
CLADDING SYSTEM. CONTRATOR MAY PROTECT
AND KEEP ITEM IN PLACE IF THE PROCESS DOES
NOT REQUIRE ITEM TO BE REMOVED.
CONTRACTOR MUST REPAIR OR REPLACE IF
DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT
NO ADDITIONAL COST TO THE OWNER.
2.
REMOVE EXISTING PARAPET COPING CAP.
REMOVE EXISTING MECHANICAL EXHAUST (3) AND FASTENERS.
INFILL VOIDS FROM FASTENERS WITH APPROVED WATERTIGHT
SEALANT.
REMOVE EXISTING PRE-FINISHED METAL AWNING.
DEMOLITION KEYNOTES:
REMOVE EXISTING EIFS CLADDING ASSEMBLY AND SHEATHING
CLEAR TO EXISTING CONCRETE MASONRY UNIT WALL.
THOROUGHLY CLEAR OF ALL DEBRIS, CLEAN, AND PREPARE
SURFACE TO RECEIVE NEW CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY AND SHEATHING
CLEAR TO EXISTING COLD FORMED STEEL FRAMING WALL.
THOROUGHLY CLEAR OF ALL DEBRIS, CLEAN, AND PREPARE
SURFACE TO RECEIVE NEW CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY CLEAR TO EXISTING
CAST IN PLACE CONCRETE WALL. THOROUGHLY CLEAR OF ALL
DEBRIS, CLEAN, AND PREPARE SURFACE TO RECEIVE NEW
CLADDING ASSEMBLY.
REMOVE EXISTING EIFS CLADDING ASSEMBLY CLEAR TO EXISTING
BRICK MASONRY WALL. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE SURFACE TO RECEIVE NEW CLADDING
ASSEMBLY.
1a
EIFS DEMOLITION KEYNOTES:
1b
1c
1d
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
AD1.03
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
D E
M O
L
IT
IO
N
S E
C O
N D
F L
O O
R P
L A
N
MAY 8, 2026
1" = 10'-0"01
DEMOLITION SECOND FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
B
C
E
F
D
A .0
A2.03
A .1
A .1
A .0
A2.03
A2.11
A .1
A .1
A2.17
A2.13
A2.13
A .1
A2.15
A .1
A .1
A2.15
A2.17
A .1
A2.11
A3.01
A3.01
A3.01
A3.01
___ 10
A3.03
A3.02
A5.08
A3.02
A3.01
A3.03
A3.03
OPEN TO BELOW
OPEN TO BELOW
A3.01
A3.01
A3.01
A3.02
A3.02
A3.02
A3.02
A3.02
A3.01
2b
2b
2b
2b
2b
2a2e 2e 2e 2e2a2a 2a1a 2c
2c
2c
2c
2c
2b
2b
2c
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
2 2
4 4
A5.07
05a
A5.07
04a
A5.07
06a A5.07
06a
A5.08
A3.02
A8.01
01a
A .0 a
A .0 a
A .0 a
A .0 a
A1.04
09a
A2.18
01a
REFERENCE SHEET A1.04
FOR ALTERNATE #1
REFERENCE SHEET A2.18
FOR ALTERNATE #1
A .1 b
2f
A8.02
01d
A8.02
02a
A1.04
07a
REFERENCE SHEET A1.04
FOR ALTERNATE #1
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
EXISTING CMU.
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
NEW PLYWOOD SHEATHING OVER EXISTING STEEL FRAMING.
NEW BRICK MASONRY OVER NEW 2" R-8 POLYISO RIGID
INSULATION OVER NEW FLUID APPLIED VAPOR BARRIER OVER
NEW PLYWOOD SHEATHING OVER EXISTING STEEL FRAMING
OVER EXISTING CIP CONCRETE.
NEW FLOOR PLAN
EXTERIOR WALL LEGEND: BRICK MASONRY
1a
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING CMU.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER EXISTING STEEL FRAMING.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER EXISTING BRICK MASONRY
OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER EXISTING STEEL FRAMING OVER EXISTING CIP CONCRETE.
NEW 2" IMP OVER NEW 1 1/2" METAL HAT CHANNELS OVER NEW
FLUID APPLIED VAPOR BARRIER OVER NEW PLYWOOD SHEATHING
OVER NEW STEEL FRAMING.
1b
1c
2a
2b
2c
NEW FLOOR PLAN
EXTERIOR WALL LEGEND: IMP
2d
2e
2f
NEW PRE-FINISHED METAL PARPAET COPING CAP.
NEW MECHANICAL CHASE.
NEW PRE-FINISHED METAL AWNING.
NEW 6' SCREEN WALL ASSEMBLY ON EXISTING PARAPET WALL.
NEW TUBE SUPPORT SYSTEM FOR WALL ASSEMBLY SHOWN FOR
REFERENCE ONLY. SUPPORT TO BE PLACED AS NEEDED PER
MANUFACTURER.
NEW KEYNOTES:
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
A1.03
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
N E
W S
E C
O N
D F
L O
O R
P L
A N
MAY 8, 2026
1" = 10'-0"01
NEW SECOND FLOOR PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
FLASHING. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE ROUGH OPENING TO
RECEIVE NEW HOLLOW METAL DOOR.
REMOVE PORTION OF EXISTING GYP.
BD. TO CENTER OF NEAREST STUD
06d
A1.04
V .I
.F
V .I
.F
V.I.F. LOCATION OF EXISTING METAL STUD;
BOTH SIDES OF DOOR
C
05d
A1.04
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
FLASHING. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE ROUGH OPENING TO
RECEIVE NEW HOLLOW METAL DOOR.
REMOVE PORTION OF EXISTING GYP. BD.
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
FLASHING. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE ROUGH OPENING TO
RECEIVE NEW HOLLOW METAL DOOR
REMOVE PORTION OF EXISTING GYP. BD.
TO CENTER OF NEAREST STUD
06d
A1.04
V .I
.F
V .I
.F
V.I.F. LOCATION OF EXISTING METAL STUD; BOTH
SIDES OF DOOR
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
FLASHING. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE ROUGH OPENING TO
RECEIVE NEW HOLLOW METAL DOOR
REMOVE PORTION OF EXISTING GYP.
BD. TO CENTER OF NEAREST STUD
06d
A1.04
V .I
.F
V .I
.F
V.I.F. LOCATION OF EXISTING METAL
STUD; BOTH SIDES OF DOOR
A6.02
NEW HOLLOW METAL DOOR, FRAME AND
ASSOCIATED FLASHING WITHIN EXISTING ROUGH
OPENING
NEW GYP. BD. PAINTED
TO MATCH EXISTING
V.I.F. LOCATION OF EXISTING METAL
STUD; BOTH SIDES OF DOOR
V .I
.F
V .I
.F
VERIFY EXISTING ROUGH
OPENING DIMENSIONS
C
A6.02
NEW HOLLOW METAL DOOR, FRAME
AND ASSOCIATED FLASHING WITHIN
EXISTING ROUGH OPENING.
NEW GYP. BD. PAINTED TO MATCH
EXISTING
VERIFY EXISTING ROUGH
OPENING DIMENSIONS
NEW HOLLOW METAL DOOR, FRAME AND
ASSOCIATED FLASHING WITHIN EXISTING ROUGH
OPENING
NEW GYP. BD. PAINTED TO MATCH
EXISTING
A6.02
V .I
.F
V .I
.F
V.I.F. LOCATION OF EXISTING METAL
STUD; BOTH SIDES OF DOOR
VERIFY EXISTING ROUGH
OPENING DIMENSIONS
NEW HOLLOW METAL DOOR, FRAME AND
ASSOCIATED FLASHING WITHIN EXISTING ROUGH
OPENING
REMOVE PORTION OF
EXISTING GYP. BD.
V .I
.F
V .I
.F
V.I.F. LOCATION OF EXISTING METAL
STUD; BOTH SIDES OF DOOR
A6.02
VERIFY EXISTING ROUGH
OPENING DIMENSIONS
E
08d
A1.04
REMOVE REMOVE EXISTING EIFS CLADDING
SYSTEM CLEAR TO EXISTING CAST-IN-PLACE
CONCRETE WALL. CLEAN AND PREP EXISTING WALL
IN PREPARATION TO RECEIVE NEW EIFS CLADDING
SYSTEM
V.I.F.
6'-2"
REMOVE PORTION OF EXISTING CAST-IN-PLACE
CONCRETE WALL
REMOVE PORTION OF EXISTING GYP. BD. TO
CENTER OF NEAREST STUD; V.I.F. EXISTING STUD
LOCATIONS
EXISTING GYP. BD. TO REMAIN
REMOVE EXISTING METAL STUDS
EXISTING INTERIOR STUD WALL TO REMAIN; V.I.F.
LOCATION OF WALL
01d
A5.11
E
A6.02
NEW STOREFRONT WINDOW
V.I.F.
NEW GYP. BD. PAINTED TO MATCH EXISTING
EXISTING GYP. BD. TO REMAIN
EXISTING METAL STUD TO REMAIN; V.I.F. LOCATION
W1
R O
U G
H O
P E
N
IN
G
REMOVE EXISTING EIFS CLADDING
SYSTEM CLEAR TO EXISTING CAST-IN-
PLACE CONCRETE WALL. CLEAN AND
PREP EXISTING WALL IN PREPARATION
TO RECEIVE NEW CLADDING SYSTEM
REMOVE PORTION OF EXISTING CAST-
IN-PLACE CONCRETE WALL
REMOVE EXISTING GYP. BD.
EXISTING CEILING TO REMAIN
REMOVE EXISTING METAL FRAMING
REMOVE EXISTING DOOR AND
FLASHING
REMOVE EXISTING BLOCKING AND
SHIMS
REMOVE EXISTING GYP. BD.
REMOVE EXISTING DOOR AND FLASHING
REMOVE EXISTING BLOCKING AND SHIMS
REMOVE EXISTING GYP. BD.
05d
A1.04
REMOVE EXISTING DOOR, FRAME AND ASSOCIATED
FLASHING. THOROUGHLY CLEAR OF ALL DEBRIS,
CLEAN, AND PREPARE ROUGH OPENING TO
RECEIVE NEW HOLLOW METAL DOOR.
REMOVE PORTION OF EXISTING GYP. BD.
NEW HOLLOW METAL DOOR, FRAME
AND ASSOCIATED FLASHING WITHIN
EXISTING ROUGH OPENING.
NEW GYP. BD. PAINTED TO MATCH
EXISTING
A6.02
REFERENCE 01b/A6.02
FOR ALTERNATE #1 DOOR
201 THRESHOLD DETAIL
VERIFY EXISTING ROUGH
OPENING DIMENSIONS
1 1/2" = 1'-0"05d
DEMO DOOR @ CIP CONC. WALL
1/2" = 1'-0"08d
DEMO ROUGH OPENING @ C.I.P. WALL
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:5
A M
A1.04
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
A L
T E
R N
A T
E
P
L A
N S
A N
D D
E T
A
IL
S
MAY 8, 2026
1/2" = 1'-0"01d
DEMO FLOOR PLAN - DOOR 101
1/2" = 1'-0"02d
DEMO FLOOR PLAN - DOOR 102
1/2" = 1'-0" 03d
DEMO FLOOR PLAN - DOOR 103
1/2" = 1'-0"
04d
DEMO FLOOR PLAN - DOOR 104
1/2" = 1'-0"01a
NEW FLOOR PLAN - DOOR 101
1/2" = 1'-0"02a
NEW FLOOR PLAN - DOOR 102
1/2" = 1'-0" 03a
NEW FLOOR PLAN - DOOR 103
1/2" = 1'-0"
04a
NEW FLOOR PLAN - DOOR 104
ALTERNATE #1
1/2" = 1'-0"09d
DEMO SECOND FLOOR PLAN - WINDOW W1
1/2" = 1'-0"09a
NEW SECOND FLOOR PLAN - WINDOW W1
1 1/2" = 1'-0"06d
DEMO DOOR @ CMU WALL
1/2" = 1'-0"07d
DEMO FLOOR PLAN - DOOR 201
1/2" = 1'-0"07a
NEW FLOOR PLAN - DOOR 201
N O
R
E V
IS
IO
N D
A
A .0
A2.00
A .0
1 2 3 4 5 6 7 8
A
B
C
E
F
D
A .1
A .1
A2.12
A .1
A2.10
A .1
A2.12
A .1
A2.14
A .1
A2.14
A2.10
A2.16
A .1
A2.16
A .1
A2.16
A
.1
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
1 1 1 11
2 2
2 2
1010 10
EXISING PARAPET BELOW
EXISTING HVAC DUCT
EXISING PARAPET BELOW
EXISTING HVAC DUCT
A8.02
A8.02
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
EXISTING PRE-FINISHED METAL PARPAET CAP.
EXISTING PVC ROOFING SYSTEM.
EXISTING MODIFIED BITUMEN ROOFING SYSTEM.
EXISTING SKYLIGHT.
EXISTING ROOFTOP HVAC UNIT.
EXISTING ROOFTOP HVAC DUCT.
EXISTING 6' SCREEN WALL ASSEMBLY ON EXISTING PARAPET
WALL.
KEYNOTES:
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:0
A M
A1.10
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
E X
IS
T
IN
G
R O
O F
P L
A N
MAY 8, 2026
1" = 10'-0"01
EXISTING ROOF PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
B
C
E
F
D
A D
.0
A D
.1
AD2.03
A D
.1
A D
.0
AD2.03
A D
.1
A D
.1
AD2.13
AD2.11
AD2.13
A D
.1
AD2.15
A D
.1
AD2.15
AD2.11
AD2.17
A D
.1
AD2.17
A D
.1
AD2.17
A
D .1
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
1 1 1
EXISTING PARAPET
COPING CAP TO REMAIN
A2.18
01d
REFERENCE SHEET A2.18
FOR ALTERNATE #1
A8.02
01a
A8.02
02d
REMOVE EXISTING PARAPET COPING CAP.
REMOVE EXISTING EIFS PARAPET COPING CAP.
DEMOLITION KEYNOTES:
DEMOLITION GENERAL NOTES:
1.
2.
3.
DEMOLITION ACTIVITIES ARE NOT LIMITED TO SPECIFIC
DEMOLITION KEYNOTES. CONTRACTOR SHALL
COORDINATE ADDITIONAL DEMOLITION ITEMS, REMOVE
SUCH ITEMS, AND PREPARE REMAINING SURFACES AS
MAY BE REQUIRED FOR NEW CONSTRUCTION.
WHERE EXTERIOR PENETRATIONS MAY BE REQUIRED
DURING DEMOLITION ACTIVITIES, TEMPORARILY SEAL
OPENINGS AS NEEDED TO PREVENT THE INFILTRATION OF
AIR & WATER UNTIL VOIDS ARE PERMANENTLY INFILLED.
VERIFY WITH OWNER ANY MATERIALS TO BE SALVAGED.
DEMOLITION LEGEND:
SOLID LINEWORK INDICATES
EXISTING TO REMAIN.
DASHED LINEWORK INDICATES
EXTENT ITEM TO BE REMOVED
OR THAT IS AFFECTED BY
DEMOLITION ACTIVITIES.
REFERENCE THE ASSOCIATED
NOTATION FOR EACH ITEM.
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR
THE ORIGINAL BUILDING CONSTRUCTION. EXISTING
CONDITIONS CONVEYEED ARE BASED ON EXISTING
DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING
BUILDING CONDITIONS AND DIMENSIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE PROPOSED DESIGN COME
INTO QUESTION.
ALL COMPONENTS OF THE BUILDING TO BE
REMOVED AND PUT BACK IN PLACE SHALL BE
PROTECTED DURING DEMOLITION ACTIVITES.
MECHANICAL EQUIPMENT SHALL BE
RECONNECTED UPON INSTALLATION OF NEW
CLADDING SYSTEM. CONTRATOR MAY PROTECT
AND KEEP ITEM IN PLACE IF THE PROCESS DOES
NOT REQUIRE ITEM TO BE REMOVED.
CONTRACTOR MUST REPAIR OR REPLACE IF
DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT
NO ADDITIONAL COST TO THE OWNER.
2.
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:0
A M
AD1.11
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
D E
M O
L
IT
IO
N
R O
O F
P L
A N
MAY 8, 2026
1" = 10'-0"01
DEMOLITION ROOF PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
B
C
E
F
D
A .0
A2.03
A .1
A .1
A .0
A2.03
A2.11
A .1
A .1
A2.17
A2.13
A2.13
A .1
A2.15
A .1
A2.17
A .1
A .1
A2.15
A2.17
A .1
A2.11
A3.01
A3.01
A3.01
A3.01
___ 10
A3.03
A3.02
A5.08
A3.02
A3.01
A3.03
04a
A5.01
A3.03
A3.01
A3.01
A3.01
A3.01
A3.02
A3.02
A3.02
A3.02
A3.02
A3.02
A3.02
V .I .F
V .I .F
V .I .F
V .I .F
V
.I .F
V .I .F
31'-0 1/2" V.I.F. 34'-0" V.I.F. 38'-7 1/2" V.I.F. 19'-10" V.I.F. 17'-2" V.I.F. 35'-1" V.I.F. 67'-0 1/2" V.I.F.
242'-9 1/2" V.I.F.
1 1 1
A2.18
01a
REFERENCE SHEET A2.18
FOR ALTERNATE #1
2A .1 b
A8.02
01d
A8.02
02a
GENERAL NOTES:
1. KSA WAS NOT THE ARCHITECT OF RECORD FOR THE ORIGINAL
BUILDING CONSTRUCTION. EXISTING CONDITIONS CONVEYEED ARE
BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING BUILDING CONDITIONS
AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
SHOULD DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
PROPOSED DESIGN COME INTO QUESTION.
NEW PRE-FINISHED METAL PARPAET COPING CAP.
NEW MECHANICAL CHASE.
KEYNOTES:
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:0
A M
A1.11
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
N E
W R
O O
F P
L A
N
MAY 8, 2026
1" = 10'-0"01
NEW ROOF PLAN
P L A
N
N O
R T
H
TRUE
NORTH
N O
R
E V
IS
IO
N D
A
FINISH FLOOR
+/-0"
1 4 5 8
REFERENCE
01/A2.10
REFERENCE
22/A2.16
REFERENCE
20/A2.16
REFERENCE
17/A2.14
T.O. PARAPET C
+/-26'-5" A.F.F.
T.O. PARAPET B
+/-14'-4" A.F.F.
T.O. PARAPET D
+/-45'-2" A.F.F.
T.O. PARAPET E
+/-47'-7 1/2" A.F.F.
FINISH FLOOR
+/-0"
12345678
REFERENCE
10/A2.14
REFERENCE
08/A2.12
REFERENCE
10/A2.14
REFERENCE
18/A2.16
REFERENCE
003/A2.10
REFERENCE
05/A2.12
T.O. PARAPET C
+/-26'-5" A.F.F.
T.O. PARAPET B
+/-14'-4" A.F.F.
T.O. SCREEN WALL
+/-20'-4" A.F.F.
T.O. PARAPET D
+/-45'-2" A.F.F.
T.O. PARAPET E
+/-47'-7 1/2" A.F.F.
T.O. PARAPET A
(EXISTING)
+/-12'-6" A.F.F.
FINISH FLOOR
+/-0"
ACEF D
REFERENCE
19/A2.16
REFERENCE
09/A2.12
REFERENCE
14/A2.14
REFERENCE
23/A2.16
T.O. PARAPET C
+/-26'-5" A.F.F.
T.O. PARAPET B
+/-14'-4" A.F.F.
T.O. SCREEN WALL
+/-20'-4" A.F.F.
T.O. PARAPET D
+/-45'-2" A.F.F.
T.O. PARAPET E
+/-47'-7 1/2" A.F.F.
FINISH FLOOR
+/-0"
B C ED
REFERENCE
04/A2.12
REFERENCE
21/A2.16
REFERENCE
02/A2.10
T.O. PARAPET C
+/-26'-5" A.F.F.
T.O. PARAPET D
+/-45'-2" A.F.F.
T.O. PARAPET E
+/-47'-7 1/2" A.F.F.
T.O. PARAPET A
(EXISTING)
+/-12'-6" A.F.F.
GENERAL EXTERIOR ELEVATION NOTES:
1. ELEVATION NUMBER AND SHEET NUMBER ARE PROVIDED ON THE
OVERALL ELEVATIONS FOR REFERENCE TO ENLARGED ELEVATIONS.
REFERENCE ENLARGED ELEVATIONS FOR KEYNOTES AND ADDITIONAL
INFORMATION.
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
A s i n d ic a te d
/8
/2
:4
:0
A M
A2.00
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
E X
IS
T
IN
G
E X
T E
R
IO
R E
L E
V A
T
IO
N S
MAY 8, 2026
1" = 10'-0"
WEST ELEVATION (EXISTING)
1" = 10'-0"02
EAST ELEVATION (EXISTING)
1" = 10'-0"04
SOUTH ELEVATION (EXISTING)
1" = 10'-0"03
NORTH ELEVATION (EXISTING)
N O
R
E V
IS
IO
N D
A
B
C
DE
F
G
H
I J
K
L
M
N
P
Q R
S
T
U
O
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT THE EXPRESS CONSENT OF KSA IS
STRICTLY PROHIBITED.
COPYRIGHT
H a w n A v e n u e
S h re v e p o rt
D R
A W
IN
G
S P
A T
H \N
A M
E I
L A
Y O
U T
I P
L O
T D
A T
E
T
IM
E
A P a p e D a w s o n C o m p a n y
J D
M
C U s e rs
\j m ill s \D e s k to p \W o rk
\1
E
T R
A \R e v it \1
E
T R
A C la d d in g
R V
T rv t
/3
/8
/2
:4
:1
A M
A2.01
0M
A Y
C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
J E
S
J E
S G
G G
E
X T
E R
IO
R
E
IF
S R
E M
O V
A L
A N
D R
E P
L A
C E
M E
N T
E X
IS
T
IN
G
E X
T E
R
IO
R P
H O
T O
G R
A P
H S
MAY 8, 2026
PHOTOGRAPH KEY PLAN
IMAGE A IMAGE B IMAGE C IMAGE D IMAGE E
IMAGE F IMAGE G IMAGE H IMAGE I IMAGE J
IMAGE K IMAGE L IMAGE M IMAGE N IMAGE O
IMAGE P IMAGE Q IMAGE R
IMAGE S IMAGE T IMAGE U
N O
R
E V
IS
IO
N D
A
VW
X
Y
Z
E.1
E.2
E.3
E.4
E.5
E.6
E.7E.8
E.9
E.10
E.11
E.12
SHEET NO.
D E
S
IG
N E
D B
Y
P ro je c t
N a m e
1 2 3 84 5 6 7 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
1 2 3 84 5 6 7 9 10 11 12 13 14 15
TBPE Firm Registration No. F-1356
SEAL:
C H
E C
K E
D B
Y
P R
O J E
C T
N O
S h e e t
T it le
D A
T E
D R
A W
N B
Y
P R
O J E
C T
P H
A S
E
S C
A L E w w w .k s a e n g .c o m
T .3
.2
.7
F
.3 .2
.7
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES
AND OTHER DOCUMENTS AND ANY INSTRUMENTS PREPARED BY KSA. AS
INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF KSA. KSA SHALL
RETAIN ALL COMMON LAW, STATUTORY AND OTHER PRESERVED RIGHTS,
INCLUDING THE COPYRIGHT THERETO. COPYING OR REPRODUCTION OF
INSTRUMENTS OF SERVICE WITHOUT…
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 .