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1763010
Old Union Elementary School
Additions and Renovations
(PACKAGE 1)
1050 S Carroll
Ave., Southlake,
TX 76092
SITE PLAN SUBMITTAL
ZA 18-031
Job. No.
Date
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INTERIM REVIEW ONLY
DOCUMENT INCOMPLETE. NOT
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BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
1763010
4/2/2018
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SHEET INDEX &
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INFORMATION
G0.10
LPA, INC.
1801 N LAMAR STREET
DALLAS, TX 75202
TEL: 469-899-5111
TEL: 817/949-8222 FAX: 817/949-8228
DIRECTOR OF FACILITY
SOUTHLAKE, TX 76902
ARCHITECT
LANDSCAPE ARCHITECT
CLIENT INFORMATION
LPA, INC.
1811 SOUTH ALAMO STREET, SUITE 100
SAN ANTONIO, TX 78204
OLD UNION ELEMENTARY SCHOOL
TEL: 210/829-1737 FAX: 210/829-1730
1050 SOUTH CARROLL AVE.
CONTACT: JOHN HAUGEN, AIA E-MAIL:John.Haugen@southlakecarroll.edu
CONTACT: LELIA GOEHRING E-MAIL: lgoehring@lpainc.com
CONTACT: TRAVIS RICE E-MAIL: trice@lpainc.com
PROJECT DIRECTORY
VICINITY MAP
SH
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SHEET NAME
GENERAL
G0.0 TITLE SHEET
G0.10 SHEET INDEX & GENERAL INFORMATION
CIVIL
C0.100 OVERALL SITE PLAN
LANDSCAPE
L1.1 TREE CONSERVATION PLAN
ARCHITECTURE
A0.10 OVERALL SITE PLAN
A1.01 CODE ANALYSIS
A1.02 LIGHTING PLAN AND PRODUCT
A1.20 CANOPY
A1.21 CANOPY RENDERING
A2.10 FLOOR PLAN
A3.01 EXTERIOR ELEVATIONS
A3.02 RENDERINGS
NPROPOSED SITE
OLD UNION ELEMENTARY SCHOOL
ADDRESS:
1050 SOUTH CARROLL AVE.
SOUTHLAKE, TX 76902
PROJECT DIRECTORY
STRUCTURAL ENGINEER
MECHANICAL, ELECTRICAL, PLUMBING ENGINEER
CIVIL ENGINEER
L.A. FUESS PARTNERS
3333 LEE PARKWAY, SUITE 300
DALLAS, TX 75219
TEL: 214/871-7010
CONTACT: LANCE MUNGER E-MAIL: lmunger@lafp.com
IMAGE ENGINEERING GROUP, LTD.
1301 SOLANA BLVD., BUILDING 1, SUITE 1420
WESTLAKE, TX 76262
TEL: 817/410-2858
CONTACT: MARK CARPENTER E-MAIL: mcarpenter@iegltd.com
GLENN ENGINEERING
105 DECKER COURT, SUITE 910
IRVING, TX 75062
TEL: 972/717-5151 FAX: 972/989-2174
CONTACT: ROBERT HOWMAN E-MAIL: rahowan@glennengineering.com
ZA 18-031
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1501 Southlake Boulevard
Southlake, Texas 76092
Old Union Addition and
Renovations
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150' - 0"
L E S S T H A N 1 5 0 '1 1 0 ' - 0 "
SPEED TABLE,
RE: CIVIL EXISTING SCHOOL
69,664 SF
NEW ADDITION
13,924 SF
TOTAL SQFT: 83,588 SF
NEW CONSTRUCTION
EXISTING CONSTRUCTION
FIRE LANE
FIRE HYDRANT
150' FIRE HOSE REACH
Job. No.
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OVERALL SITE PLAN
A0.10
1" = 40'-0" 1OVERALL SITE PLAN
LEGEND
ZA 18-031
13
'
-
6
"
225' - 2 3/8"
A1.20
5
2/A1.20
18' - 3 3/4"
12
'
-
8
"
12
'
-
8
"
12
'
-
8
"
11
'
-
0
"
ALUM WALKWAY
COVER 12
A1.20
Sim
16' - 0 3/8" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"
NEW FLATWORK,
REF. CIVIL
EXISTING
FLATWORK
6'
-
0
"
15' - 11 5/8" 17' - 2 3/8" 16' - 0 3/8" 16' - 0" 16' - 0" 16' - 0" 16' - 0"
1 - FLOOR
0' - 0"
13' - 6"
11
'
-
1
"
9 5/8"
6" x6" EXTRUDED
ANODIZED ALUM BEAM
BY CANOPY MANUF PAINTED WHITE
6" x6" EXTRUDED
ANODIZED ALUM
COLUMN BY
CANOPY MANUF PAINTED WHITE
1/2"
1'-0"
2'
-
7
3
/
4
"
2 3/4" ANODIZED
ALUM DECK PAINTED WHITE
16
'
-
0
"
16
'
-
0
"
1
5
'
-
1
1
5
/
8
"
1' - 8 1/4" 13' - 6" 13' - 6"
11
'
-
6
"
6"
10
'
-
6
"
6"
EQ
EQ
EQ
EQ
16
'
-
0
"
16
'
-
0
"
11
'
-
6
1
/
8
"
6"
10
'
-
6
"
6"
11
'
-
6
"
1' - 8 1/2"
13' - 6" 13' - 6"
EXISTING FLATWORK
EXISTING
FLATWORK
NEW ALUM
WALKWAY COVER
NEW ALUM
WALKWAY
COVER
NEW FLATWORK
REF CIVIL
3
A1.20
3
A1.20
Sim
1' - 0 7/8" 13' - 6" 13' - 6" 13' - 6" 13' - 6" 13' - 6"
1
6
'
-
0
"
2' - 0"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1' - 0" 1' - 0"
BRICK VENEER
WEATHER BARRIER
ON 1/2" SHEATHING
ON 4" CFMF
6" HSS COLUMN
1 - FLOOR
0' - 0"
0 - SITE
-2' - 6"
1'
-
6
5
/
8
"
5
3
/
8
"
8"
5
3
/
8
"
4'
-
0
"
2
5
/
8
"
18' - 3 3/4"
R
1
7
'
-
0
"
17' -4"
T.O. STEEL
6" x6" EXTRUDED
ANODIZED ALUM BEAM
BY CANOPY MANUF PAINTED WHITE
6" x6" EXTRUDED
ANODIZED ALUM
COLUMN BY
CANOPY MANUF PAINTED WHITE
2 3/4" ANODIZED
ALUM DECK PAINTED WHITE
BRICK VENEER
COLUMN WRAP
6" x6" EXTRUDED
ANODIZED ALUM BEAM
BY CANOPY MANUF PAINTED WHITE
BRICK ACCENT A
BRICK ACCENT B
1 - FLOOR
0' - 0"
11
'
-
0
"
10' - 6" 6" 6"
11' - 6"
6" x6" EXTRUDED
ANODIZED ALUM BEAM
BY CANOPY MANUF
PAINTED WHITE
6" x6" EXTRUDED
ANODIZED ALUM
COLUMN BY
CANOPY MANUF PAINTED
WHITE
2 3/4" ANODIZED
ALUM DECK PAINTED WHITE
Job. No.
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INTERIM REVIEW ONLY
DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
As indicated
1763010
4/2/2018
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CANOPY
A1.20
1/16" = 1'-0" 1ENLARGED CANOPY PLAN
3/8" = 1'-0" 12 CANOPY SECTION
1/16" = 1'-0" 6ENLARGED CANOPY PLAN
5PLAN DETAIL - CANOPY COLUMN WRAP
1/4" = 1'-0" 2ENTRY CANOPY ELEVATION
3/8" = 1'-0" 3S_CANOPY SECTION
ZA 18-031
Job. No.
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DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
1763010
4/2/2018
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CANOPY RENDERING
A1.21
ZA 18-031
D
S
D
S
D
S
D
S
39 OCC.
4-5
B117
E 1:20
39 OCC.
4-3
B115
1:20
39 OCC.
4-1
B113
E 1:20
39 OCC.
4-2
B114
E 1:20
39 OCC.
4-4
B116
E 1:20
39 OCC.
PK -4
A105
E 1:20
39 OCC.
PK -2
A104
E 1:20
41 OCC.
PK -1
A102
E 1:20
41 OCC.
PK -3
A103
E 1:20
CORRIDOR
CORRIDOR A
TOILET TOILET
TOILET TOILET
39 OCC.
4-MAKER
B105
E 1:20
15 OCC.
4-6SPED
B104
E 1:50
CONTROL
CUST
ELEC
242
REQUIRED
PROVIDED 64"
36 1/2"
REQUIRED
PROVIDED 64"
29 1/2"
195
REQUIRED
PROVIDED 64"
8"
54
EXISTING SCHOOL
69,664 SF, TYPE II PER
1997 UBC &TYPE II -B PER
2015 IBC
EXISTING TO REMAIN
LIMITS OF STORM SHELTER
ROOM NUMBER
OCCUPANT LOAD
OCCUPANCY LOAD FACTOR
OCCUPANCY GROUP
INDIVIDUAL ROOM OCCUPANCY LOAD
COMBINED ROOM OCCUPANCY LOAD
PATH OF TRAVEL / TRAVEL DISTANCE
Occ-Load OCC.
Room name
###
#1:OLF
0
0
BUILDING CLASSIFICATION
BUILDING USE: CLASSROOMS
OCCUPANCY: EDUCATION
ACCESSORY OCCUPANCIES (508.3.1): XX
INCIDENTAL USES (508.2): XX
CONSTRUCTION TYPE: TYPE II-B
FIRE PROTECTION: SPRINKLERED
FLOOR AREA ALLOWABLE - IBC (CHAPTER 5)
ALLOWABLE BUILDING HEIGHT (TABLE 504.3)
HEIGHT: 75 FT
ALLOWABLE NUMBER OF STORIES (TABLE 504.4)
NUMBER OF STORIES: 3
ALLOWABLE AREA (TABLE 506.2)
AREA PER STORY: At= 58,000 SF
FRONTAGE INCREASE FACTOR If=(F/P-0.25)W/30 (IBC 506.3)
If= .75 (IBC 506.3.3)
F= 2077 FT(PERIMETER FRONTING PUBLIC WAY)
P= 2077 FT(PERIMETER OF ENTIRE BUILDING)
W= 30 (WIDTH OF PUBLIC WAY / OPEN SPACE)
AREA INCREASE Aa = At + (NS x If) (IBC 506.2)
Aa= 68,875 SF (ALLOWABLE AREA PER STORY)
PROPOSED BUILDING HEIGHT & AREA
LEVEL 1: SF < 68,875 SF, OK
FIRE RESISTANCE REQUIREMENTS:
FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (TABLE 601)
STRUCTURAL FRAME: 0
EXTERIOR BEARING WALLS: 0
INTERIOR BEARING WALLS: 0
EXTERIOR NONBEARING WALLS: 0
INTERIOR NONBEARING WALLS: 0
FLOOR CONSTRUCTION: 0
ROOF CONSTRUCTION: 0
FIRE-RESISTANCE RATING REQ FOR EXTERIOR WALLS (TABLE 602)
1-HR PROTECTED: < 5'-0" TO 10'-0"
NO PROTECTION REQUIRED: ≥ 10'-0"
FOR SPECIFIC BUILDING ELEMENTS:
FIRE WALL (TABLE 706.4) 2 HR 90 MIN DOOR
FIRE BARRIERS (TABLE 707.3.10) 2 HR 90 MIN DOOR
FIRE PARTITIONS (708.3) 1 HR 20 MIN DOOR
SHAFT ENCLOSURE (707.4) 1 HR 60 MIN DOOR
CORRIDORS (TABLE 1017.1) 0 HR
INCIDENTAL USE SEPARATIONS (TABLE 509) - N/A
EGRESS REQUIREMENTS:
OCCUPANCY LOADS (TABLE 1004.1.1)
FUNCTION OF SPACE:
ACCESSORY STORAGE AREAS, MECH. EQUIPMENT ROOMS 300 GROSS
ASSEMBLY W/OUT FIXED SEATS:
CONCENTRATED (CHAIRS ONLY) 7 NET
STANDING SPACE 5 NET
UNCONCENTRATED 15 NET
BUSINESS AREAS 100 GROSS
CLASSROOMS 20 NET
SHOPS AND VOCATIONAL ROOMS 50 NET
EXERCISE ROOMS 50 NET
KITCHENS (COMMERCIAL) 200 GROSS
LOCKER ROOMS 50 NET
STAGES AND PLATFORMS 15 NET
LIBRARY:
STACK AREA 100 NET
READING ROOM 50 NET
REQUIRED EGRESS WIDTH:
MINIMUM CORRIDOR WIDTH (TABLE 1005.1) 44" MIN OR .15" PER OCCUPANT
MINIMUM STAIR WIDTH (TABLE 1005.1) 44" MIN OR .20" PER OCCUPANT
(1009.1, EXC 1) 36" MIN IF <50 OCC LOAD.
MAXIMUM OCCUPANT LOAD PER EGRESS WIDTH:
3' DOOR - 32"/.15 = 213 OCCUPANTS
6' DOOR - 64"/.15 = 426 OCCUPANTS
NUMBER OF EXITS REQUIRED (TABLE 1015/TABLE 1019.1)
1-49 OCCUPANTS 1
51-500 OCCUPANTS 2
501 - 1000 OCCUPANTS 3
10001 OR MORE OCCUPANTS 4
MAXIMUM TRAVEL DISTANCE TO AN EXIT (TAB 1016.1) 250'
MAXIMUM LENGTH OF DEAD END CORRIDORS (1017.3.3) 20'
COMMON PATH OF EGRESS TRAVEL (1014.3) 75'
STORM SHELTERS (423):
GROUP E OCCUPANCIES WITH AN AGGREGATE OCCUPANT LOAD OF 50 OR MORE
SHALL HAVE A STORM SHELTER CONSTRUCTED IN ACCORDANCE WITH ICC 500. THE
SHELTER SHALL BE CAPABLE OF HOUSING THE TOTAL OCCUPANT LOAD OF THE
GROUP E OCCUPANCY. (423.4)
ICC500-14 CHAPTER 7
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DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
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ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
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A1.01
1" = 20'-0" 1CODE ANALYIS PLAN
LEGEND
2015 IBC CODE ANALYSIS
ZA 18-031
13,924
CODE ANALYSIS
Job. No.
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1763010
4/2/2018
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DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
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ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
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LIGHTING PLAN AND
PRODUCT
A1.02
ZA 18-031
Job. No.
Date
Checked by
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1763010
4/2/2018
Checker
D
S
D
S
D
S
D
S
787 SF
4-6SPED
B104
760 SF
4-MAKER
B105
787 SF
4-2
B114
774 SF
4-4
B116
778 SF
4-5
B117
791 SF
4-3
B115
789 SF
4-1
B113
808 SF
CORRIDOR
B101
810 SF
PK-1
A102
809 SF
PK-3
A103
844 SF
PK-4
A105
845 SF
PK-2
A104
64 SF
TOILET
A108
64 SF
TOILET
A106
64 SF
TOILET
A107
64 SF
TOILET
A109
170 SF
CONTROL
B106
202 SF
ELEC
B108
EXISTING
610 SF
CORRIDOR
B103
97 SF
CUST
B107
426 SF
CORRIDOR A
A101
74 SF
VEST
A100
83 SF
VEST B
B102
303 SF
G
B112
302 SF
B
B111
41 SF
PORT
B109
A102
A106 A107
A103
A105 A104
A108 A109
A101B A101A A100
69 SF
VEST C
B100
57 SF
ST
B110
A3.01
1
A3.01 2
A3.01
3
A3.01 4
Job. No.
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INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
1/8" = 1'-0"
1763010
Checker
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FLOOR PLAN
A2.10 1FLOOR PLAN
ZA 18-031
4/2/2018
1 - FLOOR
0' - 0"
SHINGLE MANSARD ROOF
BRICK (FIELD) BRICK (ACCENT A) BRICK (ACCENT B)
PREFIN MTL COPING
17' - 4"
0' - 0"
22' - 5"
1 - FLOOR
0' - 0"
BRICK (FIELD) BRICK (ACCENT A) BRICK (ACCENT B)
SHINGLE MANSARD ROOF PRE FIN MTL COPING PRE FIN MTL COPING SHINGLE MANSARD ROOF METAL PANEL
TOTAL SURFACE AREA = 2488 SF
MASONRY AREA= 2260 SF
%MASONRY = 91%
24' - 10 3/4"
17' - 4"
22' - 5"
1 - FLOOR
0' - 0"
BRICK (ACCENT A) BRICK (ACCENT B) BRICK (ACCENT C)
SHINGLE ROOF MANSARD PREFIN MTL COPING MTL PANEL
TOTAL SURFACE AREA = 2936 SF
MASONRY AREA= 2395 SF
%MASONRY = 82%
24' - 10 3/4"
17' - 4"
22' - 5"
1 - FLOOR
0' - 0"
BRICK FIELD BRICK (ACCENT A) BRICK (ACCENT B)
PREFINISHED METAL GUTTER
PREFINISHED MTL COPING
SHINGLE ROOF METAL PANEL
24' - 10 3/4"
22' - 5"
TOTAL SURFACE AREA = 1500 SF
MASONRY AREA= 1214 SF
%MASONRY = 81%
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INTERIM REVIEW ONLY
DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
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EXTERIOR ELEVATION
A3.01
1/8" = 1'-0" 1NORTH ELEVATION
1/8" = 1'-0" 2EAST ELEVATION
1/8" = 1'-0" 3SOUTH ELEVATION
1/8" = 1'-0" 4WEST ELEVATION
ZA 18-031
ON RAISED ELEMENT TO
PROVIDE CLERESTORY LIGHTING
INTO CLASSROOM
ON RAISED ELEMENT TO
PROVIDE CLERESTORY LIGHTING
INTO CLASSROOM
ON RAISED ELEMENT TO
PROVIDE CLERESTORY LIGHTING
INTO CLASSROOM
TOTAL SURFACE AREA = 753 SF
MASONRY AREA = 753 SF
% MASONRY = 100%
TOTAL SURFACE AREA = 1489 SF
MASONRY AREA = 1279 SF
% MASONRY = 86%
TOTAL SURFACE AREA = 2716 SF
MASONRY AREA = 2478 SF
% MASONRY = 91%
TOTAL SURFACE AREA = 2898 SF
MASONRY AREA = 2344 SF
% MASONRY = 81%
FOR MECHANICAL
SCREENING
FOR MECHANICAL
SCREENING
FOR MECHANICAL
SCREENING
FOR MECHANICAL
SCREENING
FOR MECHANICAL
SCREENING
Job. No.
Date
Checked by
Scale As indicated
1763010
4/2/2018
Checker
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INTERIM REVIEW ONLY
DOCUMENT INCOMPLETE. NOT
INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
ARCHITECT: LELIA GOEHRING
ACH. REG. NO.: 21245
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RENDERINGS
A3.02
ZA 18-031
Job. No.
Date
Checked by
Scale As indicated
1763010
4/2/2018
Checker