Page 1
NO.3
TO THE DRAWINGS AND THE PROJECT MANUAL
PROJECT NAME: A New Elementary School #3 for Aubrey ISD
CLIENT NAME: Aubrey ISD
LOCATION: Aubrey ETJ, Texas
PROJECT NUMBER: 1780-01-01
PROPOSAL DATE: Wednesday, November, 14, 2018, 2:00 PM
ADDENDUM DATE: Monday, November, 12, 2018
For additional information regarding this project, contact Ron Rodpracha at 800.687.1229.
THIS ADDENDUM INCLUDES:
Civil Items - Pages
Landscape Items - Pages
Structural Items - Pages
Architectural Items 3 Pages
Foodservice Items - Pages
Plumbing Items - Pages
Mechanical Items - Pages
Electrical Items - Pages
Technology Items - Pages
AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM
���
11/12/2018
Page 2
Project Name: A New Elementary School #3 for Aubrey ISD
Client: Aubrey ISD
Aubrey ETJ, Texas
Project Number: 1780-01-01
Architectural Items For
Addendum No. 3
Page 1 of 1
ARCHITECTURAL ITEMS FOR ADDENDUM NO. 3 NOTICE TO PROPOSERS:
A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated
integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take
precedence.
B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s
proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided
on the proposal form. Failure to do so may subject Proposer to disqualification.
REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:
DRAWINGS:
AD No 3, Arch. Item 1: To the Drawings, Sheet A1.7, “ENLARGED PLANS”
Replace sheet in its entirety. Updates include the following:
1) All wall tags are visible
AD No 3, Arch. Item 2: To the Drawings, Sheet A1.8, “ENLARGED PLANS - TOILETS”
Replace sheet in its entirety. Updates include the following:
1) All wall tags are visible
AD No 3, Arch. Item 3: To the Drawings, Sheet A1.11, “PLAN DETAILS,”
Replace sheet in its entirety. Updates include the following:
1) All wall tags are visible
END OF ARCHITECTURAL ADDENDUM
���
11/12/2018
Page 3
UP
DN
UP
GENERAL NOTES
1) FOR ADA (H.C.) FIXTURE & ACCESSORIES REFER TO SHEET A1.9
"TOILET FIXTURE & ACCESSORIES SCHEDULE" FOR MOUNTING
HEIGHTS & ACCESSIBILITY REQUIREMENTS. THE ACCESSORIES ARE
CALLED OUT IN THE INDIVIDUAL STALL / ROOM TYPES / SHOWER
TYPES.
2) FIXTURES THAT STAND ALONE WILL BE TAGGED W/ A
PENTAGRAM SYMBOL; LAV'S, URINAL'S & EWC'S
3) PROVIDE PIPE INSULATION AS SPECIFIED AT ALL EXPOSED
PIPING AND DRAIN AT H.C. LAVATORIES.
4) REFER TO PLUMBING SPECIFICATIONS FOR ALL FIXTURES (TYP).
5) VERIFY EXACT FLOOR TILE PATTERN FOR ALL TOILETS.
COORDINATE WITH ARCHITECT.
S1 T1
LV1 U1
SH1
30" x 48" CLEAR FLOOR SPACE PER
T.A.S. REQUIREMENTS
5' - 0" DIAMETER TURNING RADIUS PER
T.A.S. REQUIREMENTS
PLAN LEGEND
6
A6.3
1D1D
2D2D
BD
BD
CD
CD
MAKER SPACE
2.04
2' -
2 1/
4"
12' -
1 3
/4"
6' - 0"
9' -
5"9'
- 10
3/4
"
12' -
7"
SF-CC
T.O. WALL
107' - 0"
7
A1.7
14' - 10 3/4" 3' - 5" 5' - 8 1/8" 11 1/8"
14' -
8"
6 7/8" 8' - 8 3/4"
T.O. WALL
103' - 0"
SF-Z
H6
AA6
8' - 11"
REFERENCE POINT
REFERENCE POINT
AA6
SF-Y
A1.11
21
A1.11
22
2.04
SF-BB
SF-LL1
1
21' - 11 5/16"
1
1
9
A6.3
3F
4F
KF
KF
3
A6.7
FIN FLOOR
101' - 6"
FIN FLOOR
100' - 0"
20' - 3 5/8" 2' - 0"
40' -
8 1
/2"
WOOD STEPS-REF
SECTION DET
15' -
7 1
/4"
16' -
9"
8' -
6 1/
2"
35' -
7 5
/8"
2' -
3"4'
- 4
5/8"
PLATFORM
2.33
H6
H6
Y6
H6
H6
A1.11
17
STAGE CURTAINS
2.28B
2.26
MOP SINK - REF. PLUMB
PROJECTION SCREEN
ABOVE
10' - 7 3/8" 10' - 10" 1' - 8 1/2"
7F7F
KF
KF
FIN FLOOR
101' - 6"
3
A6.7
2
A6.7
FIN FLOOR
100' - 0"
1
A6.7
5' - 0" 7' - 10"
1" / 12"
1" / 12"
10' - 2"
15' - 0 1/2" 7' - 6 1/8"
6' -
7 5/
8"
16' - 10 7/8" 3' - 0" 1' - 0"
H6
H6
Y6
Y6
Y6
H6
H6
STL. PIPE HANDRAILS - REF.
A9 SHTS. FOR DTLS
WALL MOUNTED STL. PIPE
HANDRAIL - REF. A6 SHTS.
FOR DTLS
WALL MOUNTED STL. PIPE
HANDRAIL - REF. A6 SHTS.
FOR DTLS
3 3/4" 13' - 11" 6' - 4" 1' - 0"
9"10
' - 1
0 3/
4"3
5/8"
3 5/
8"
RAMP
2.33A
2.322.32A
101' - 8"
FIN FLOOR
6
A6.15
3E 3E
AE
AE
EQUIP. PLATFORM
2.45
2.45
CE
CE
2E 2E
4
A6.15
3
A6.15
1' -
8"15
' - 8
1/2
"
23' - 1" 34' - 11"
8' -
5 1/
4"6'
- 4"
1' -
2"
4"
3' -
8"11
' - 7
1/8
"4
5/8"
4" 9' - 2 1/4" 7' - 11 5/8" 5' - 7 1/4"
OPEN TO BELOW
H8
5
A6.15
H6
VERT. STL.
RUNG LADDER
2" STL PIPE
GUARDRAIL
REFERENCE G4.1 FOR ADDITIONAL INFORMATION FOR EQUIPMENT PLATFORM
1' -
6"
1
2F
AE
AE
AD
AD
5
A6.7
4' -
2"10
"18
' - 0
"1'
- 0"
1"
/ 12
"
FIN FLOOR
101' - 6"
FIN FLOOR
100' - 0"
H4
H4
1' - 8" 3 5/8" 4' - 10"
WALL MOUNTED STL. PIPE
HANDRAIL - REF. A6 SHTS.
FOR DTLS
2.28A
THIS DRAWING IS NOT TO SCALE AND IS
PROVIDED FOR REFERENCE PURPOSES
ONLY. DRAWING IS NOT INTENDED FOR
REGULATORY APPROVAL, PERMITTING, OR
CONSTRUCTION. REFER TO FLOOR PLANS
AND DETAILS FOR SPECIFIC PROJECT
INFORMATION.
3D VIEW DISCLAIMER
2' - 0"
5/8" GYP BD.
6" C.F.M.F. STUDS @ 1'-4"O.C. (MAX)
5/8" GYP BD.
CAP TOP OF WALL WITH GYP
T.O. WALL
112' - 0"
FIN FLOOR
100' - 0"
A1.7
8
WDW HEAD
ELEV. VARIES109' - 1 15/16"
FIN FLOOR
100' - 0"
3/4" HARDWOOD VENEER
PLYWOOD SEAT WITH 1/8"
HARDWOOD EDGE
(2) 3/8" PLYWOOD ON 3 5/8" C.F.M.F. @
16" O.C. (MAX)
1' -
5"
VINYL WRAPPED CUSHION (AT
CLASSROOM AND READING AREA
LOCATIONS ONLY)
PLASTIC LAMINATE PL02
BASE AS SCHED
2' - 0"
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
C:\
Use
rs\r
rod
pra
cha\
Do
cum
ents
\178
0-01
-01
AU
BR
EY
ES
#3_A
RC
H_v
17_r
rod
pra
cha.
rvt
11/1
2/20
18 1
1:05
:29
AM
EMS
A1.7
ENLARGED PLANS
10/16/2018
1780-01-01
A N
EW
ELE
ME
NTA
RY
SC
HO
OL
#3FO
RA
UB
RE
Y I.
S.D
.A
UB
RE
Y E
TJ, T
EX
AS
1/4" = 1'-0"3ENLARGED PLAN - MAKER SPACE (2.04)
1/4" = 1'-0"4ENLARGED PLAN - STAGE (2.33)
1/4" = 1'-0"2ENLARGED PLAN - STAGE 2.33
1/8" = 1'-0"1FLOOR PLAN - SECTION 5
1/4" = 1'-0"5FLOOR PLAN - SECTION 2 - MUSIC RAMP
N.T.S.6
LIBRARY READING AREA
T.O. WALL @ 3'-0" FROM
FINISH FLOOR
CAP TOP OF WALL WITH GYP
1/4" = 1'-0"7WS-S2-READING AREA
1 1/2" = 1'-0"8WS-S2-READING AREA BENCH
SF-AA2SF-AA1SF-AA
Rev
isio
n /
Dat
e
11
1/0
7/ 1
8A
DD
EN
DU
M #
1
1
311
/12/
18A
DD
EN
DU
M #
3
���
11/12/2018
Page 4
FD
W
NIC
D
NIC
FEC
FD FD
FD FD
FDFD
FD FD
FD
FD FD
FD
FD
FD FD
FD FD
FD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD
FD
1' -
5"
1.03
TLT
1.03
T1
H4
M4
H4
C LC L
4"3'
- 4"
3' -
8"
8' - 4 1/2" 4 1/4" 1' - 0"
T6
M4
1
1' -
3"
GENERAL NOTES
1) FOR ADA (H.C.) FIXTURE & ACCESSORIES REFER TO SHEET A1.9
"TOILET FIXTURE & ACCESSORIES SCHEDULE" FOR MOUNTING
HEIGHTS & ACCESSIBILITY REQUIREMENTS. THE ACCESSORIES ARE
CALLED OUT IN THE INDIVIDUAL STALL / ROOM TYPES / SHOWER
TYPES.
2) FIXTURES THAT STAND ALONE WILL BE TAGGED W/ A
PENTAGRAM SYMBOL; LAV'S, URINAL'S & EWC'S
3) PROVIDE PIPE INSULATION AS SPECIFIED AT ALL EXPOSED
PIPING AND DRAIN AT H.C. LAVATORIES.
4) REFER TO PLUMBING SPECIFICATIONS FOR ALL FIXTURES (TYP).
5) VERIFY EXACT FLOOR TILE PATTERN FOR ALL TOILETS.
COORDINATE WITH ARCHITECT.
S1 T1
LV1 U1
SH1
30" x 48" CLEAR FLOOR SPACE PER
T.A.S. REQUIREMENTS
5' - 0" DIAMETER TURNING RADIUS PER
T.A.S. REQUIREMENTS
PLAN LEGEND
TLT
1.19
TLT
1.18
TLT
1.15
TLT
1.14
1.14 1.15
1.19 1.18
1' -
5"
1' -
5"
1' -
2 1/
4"
1' -
5"
T2T1
T1 T1
4" 3' - 4" 3' - 4"
4 1/4"
1' - 6"
4 1/4"
3' - 11" 3' - 4" 4"
4" 3' - 4" 2' - 10"
4 1/4"
1' - 4"
4 1/4"
2' - 7 5/8" 3' - 4" 4"
H4
H4
M4
M4H6
M4
M4
H4H4
H4
1' -
3"
H4
H4
C L C L
T6
T6
T6
T6
1' -
5"
C L C L
7' -
1 3/
8"4
7/8"
8' -
0 1/
8"
H4
T1T1
1' - 3"
CL
CL
1' - 5"CL
CL
TLT
1.44
TLT
1.42
1.42 1.44
H4
M4
H4
H4
H4
1' - 3"
1' - 5"
3' - 6" 3' - 4" 4" 3' - 6" 3' - 4" 4"
7' -
6"
T6T6
U2T24
LV2 LV2
T11T11 T11 T11
M4
M4
H4
H4
H4 H4
H4
H4
1' -
4 3/
4"3'
- 0"
1' -
7"1'
- 5"
U1
H6
C LC L
C L
1' -
5"
1' -
5"2'
- 10
1/2
"3'
- 1
1/4"
3' -
0 3/
4"1'
- 5
1/2"C L
C LC L
BOYS
1.50
GIRLS
1.52
10' - 6" 4 1/4" 1' - 6" 4 1/4" 11' - 6 3/8"
4' -
0"7
1/4"
10' -
11
3/4"
4' - 0"
1' - 5 3/8"
1' - 1" 2' - 4" 2' - 4" 1' - 10" 2' - 4" 2' - 4" 1' - 1"
1' - 5 1/2"
4' - 0"
T6T6
S2 S2
S1
S1
T9T9
CL
CL
CL
CL
CL
CL
CL
CL
1' - 10"
4' - 11" 4' - 11"
TLT
2.13TLT
2.14
TLT
2.11
2.13 2.11 2.14
1' -
4 1/
4"4
1/4"
6' -
9 3/
4"
4" 3' - 4" 1' - 6" 8' - 1" 3' - 8" 1' - 10 7/8" 3' - 4" 4"
M4
M4
M4
M4 M4
B8
H6
1' -
5"
1' -
5"
C LC L
1' -
5"
C L
1' -
5" C L
T1
T1
T1
4 1/4" 1' - 0" 4 1/4" 10' - 4 5/8"
1' - 5" 2' - 10"
CL
CL
H4 H4T6
T6T6
TLT
2.21
2.21
T1
1' - 4"
1' - 5"CL
CL
M4
H6
H4
H4
4' -
1"3'
- 4"
2"
7' - 4"
2F2F
1F1F
SC
SC
15C15C
KF
KF
MEN
2.22
WOMEN
2.23
3' - 0" 3' - 0 1/2" 1' - 6"
1' - 4"
M4M4
H4
H4
CL
CL
S2 S2S1
S1 S1 S1
CL
CL
CL
CL
U2 U1
1' - 6" 3' - 0" 3' - 0 1/2" 1' - 5"
CL
CL
CL
CL
H6
H4
H4 H4
H6
T24
EW1 EW2
LV2 LV2
14' - 1" 4 7/8" 14' - 2"
T11T11
2.22
2.23
T6T6
UC
UC
3' - 6"
H6H6
T9T9
T11T11
2' - 2 1/8" 8"M2
6' - 9 3/8" 3' - 5" 8' - 3 1/4" 2' - 7 3/8" 9 3/4" 10' - 8 7/8"
1' -
0"
6' - 6 1/2" 3' - 2"
3' -
10 1
/2"
1' -
10"
5' -
0"
5' -
0"
5' - 0" 5' - 0"
3' -
8 3/
8"10
' - 0
3/4
"4
1/4"
1' -
0"
3' - 5"
TLT
3.24
TLT
3.23
3.24
3.23
T2
T2
2' -
6"1'
- 10
1/4
"6'
- 6
1/4"
H4
H4 M4 M4 H4
1' - 5"
1' - 5"
CL
CL
7' - 4"
T6
T6
1' - 5"
1' - 5"
CL
CL
BOYS
3.16
GIRLS
3.17
1' - 5"
3' - 0" 1' - 6"CL
CL
CL
S1
S1
S1 S1
U1 U2
T24
1' - 5"
3' - 0 1/2" 1' - 6"
4' -
0"2'
- 3"
3' -
3"5'
- 9
5/8"
3' -
3"2'
- 3"
4' -
3"
C LC L
CL
CL
LV2
LV2
T6
T6
T11
T11
T9M4
11' -
5"
4 1/
4"1'
- 6"
4 1/
4"11
' - 5
"
H4 M4 H6
H4 H4
H4H4
1' -
10"
4' -
11"
5' - 0"
C LC L
10F 10F
HF
HF
TLT
2.37
1' -
5"
C L
M4
M4
M4
H8T1
2.37
1' -
5" C L
1' -
7 3/
4"4
1/4"
6' -
4"
3' - 8 1/8" 3' - 4" 4"
T6
H4
TLT
3.36
TLT
3.33
3.36
3.33
1' -
5"
1' -
5"
1' -
5"
1' -
5"
C L C L
C L C L
6' - 2" 4 1/4" 1' - 6 3/8" 4 1/4" 6' - 2"
3' -
6"3'
- 4"
4"
T1 T1
M4
M4
H6
H4
H4 H4
T6 T6
1
BOYS
4.09
GIRLS
4.10
CORRIDOR
4.26BM4M4
S2
S2
3' - 0" 1' - 6"
U2U1
LV2
LV2
S1 S1
3' - 0" 1' - 5 1/2"1' - 5"
CL
CL
CL
CL
CL
H4
H4H4
H4
T11
4' -
0"2'
- 9
3/8"
3' -
0"6'
- 10
"3'
- 0"
2' -
9 1/
2"4'
- 0"
11' -
8 3
/8"
4 1/
4"1'
- 6"
4 1/
4"12
' - 6
"
1' - 5"
CL
11' - 0" 7 1/4" 4' - 0"
T24
T6
T6
T11
T9
T11
T11
T9
1' -
10"
5' - 0"
4' -
11"
H6
C LC L
C LC L
TLT
4.24
1' -
2 3/
4"1'
- 5"
1' - 0" 4 1/4" 6' - 2"
3' -
8"
4.24
C L
C L
T1
M4
M4
H6
H4
H4
T6
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
C:\
Use
rs\r
rod
pra
cha\
Do
cum
ents
\178
0-01
-01
AU
BR
EY
ES
#3_A
RC
H_v
17_r
rod
pra
cha.
rvt
11/1
2/20
18 1
1:05
:30
AM
ON
A1.8
ENLARGED PLANS -
TOILETS
10/16/2018
1780-01-01
A N
EW
ELE
ME
NTA
RY
SC
HO
OL
#3FO
RA
UB
RE
Y I.
S.D
.A
UB
RE
Y E
TJ, T
EX
AS
BACK REF: A1.2 1/4" = 1'-0"1ENLARGED PLAN - TLT 1.03
BACK REF: A1.2 1/4" = 1'-0"2ENLARGED PLAN - TLT 1.14, 1.15, 1.18, 1.19
BACK REF: A1.2 1/4" = 1'-0"3ENLARGED PLAN - TLT 1.42, 1.44
BACK REF: A1.2 1/4" = 1'-0"4ENLARGED PLAN - BOYS 1.50, GIRLS 1.52
BACK REF: A1.3 1/4" = 1'-0"5ENLARGED PLAN - TLT 2.11, 2.13, 2.14
BACK REF: A1.3 1/4" = 1'-0"6ENLARGED PLAN - TLT 2.21
BACK REF: A1.3 1/4" = 1'-0"7ENLARGED PLAN - MEN 2.22, WOMEN 2.23
BACK REF: A1.4 1/4" = 1'-0"11ENLARGED PLAN - TYP. PREK/KINDER TLT
BACK REF: A1.4 1/4" = 1'-0"9ENLARGED PLAN - BOYS 3.16, GIRLS 3.17
BACK REF: A1.3 1/4" = 1'-0"8ENLARGED PLAN - TLT 2.37
BACK REF: A1.4 1/4" = 1'-0"12ENLARGED PLAN - TLT 3.33, 3.36
NPLAN
BACK REF: A1.5 1/4" = 1'-0"13ENLARGED PLAN - BOYS 4.09, GIRLS 4.10
BACK REF: A1.4 1/4" = 1'-0"14ENLARGED PLAN - TLT 4.24
Rev
isio
n /
Dat
e
11
1/0
7/ 1
8A
DD
EN
DU
M #
1
311
/12/
18A
DD
EN
DU
M #
3
���
11/12/2018
Page 5
F.E
.
3G3G
ALIGN GYP.
W300
TREATED WOOD BUCK
SF-T1
8 3/
8"1'
- 2
1/4"
M3
M3
TREATED WOOD BLOCKING AS REQ'D
M4C6H6
1 3/
8"4
1/2"
1 3/
8"1' -
3 3/
8"
2' - 1 7/8"
11A11A
11.9H11.9H
SF
-G1
W300
ALIGN GYP.
5 1/2" 4 1/2" 5"
ROWLOCK BRICK SOLDIER
TREATED WOOD BLOCKING
AS REQ'D
5 1/
2"7
1/8"
7 1/
8"
1' -
7 3/
4"
CONT. SEALANT
& BACKER ROD
1' -
0 1/
2"7
1/4"
7 1/2" 1' - 5 1/4"
TREATED
WOOD BUCK
M2C6
M3
M3
DH
DH
SF
-Q
H6
VARIES
VINYL WRAPPED CUSHION
(BELOW) REF. A4 SHTS.
ALIGN GYP.
EQ. EQ.
3H
SF-S2
2"4
1/2"
1 3/
8"
9 1/
2"
1' -
5 3/
8"
SEL ADH. FLASHING
TREATED WOOD
BUCK
CONT. SEALANT & BACKER ROD
TREATED WOOD BLOCKING
AS REQ'D
W300C6
M3M3
MORTAR COLLAR
JOINT
ALIGN GYP.H6
9G9G
7 1/
2"7
3/4"
1' -
2 1/
4" 1' -
10"
W104 W306
4 1/2"
SF
-J
TREATED WOOD
BLOCKING AS REQ'D
SELF ADH. FLASHING
4 1/
4"10
"8"
7 1/
4"
CONT. SEALANT
& BACKER ROD
(TYP.)
M4
R100
TREATED WOOD BUCK
3H3H
CH
CH
SF
-J1
W101
W104 5 1/8"
1' -
1 5/
8"8
3/8"
CONT. SEALANT
& BACKER ROD
WOOD BLOCKING AS REQ'D
CONT. SEALANT
& BACKER ROD
5 1/4" 5 1/2" 4 1/2" 1/4"
M4
7 1/
4"5
3/8"
9 3/
8"4
1/4"
1
CONT. SEALANT
& BACKER ROD
(TYP.)
W306
W104
SF
-J1
W101M4
TREATED WOOD
BUCK
7 1/
4"1'
- 2
3/4"
4 1/
4"1'
- 0"
SF-B
H3
H6
6 1/
2"4
1/2"
6 1/
2"
WALL START @ SILL HT.
ROWLOCK BRICK SOLDIER
AC
AC
ROWLOCK BRICK SOLDIER
SELF ADH. FLASHING
THIN BRICK VENEER
REF. A4 SHTS.
TREATED WOOD BUCK
C6
W300
M4
2' -
4"4"
7 7/8" 6 1/2" 4 1/2" 5"
CONT. SEALANT & BACKER ROD
TREATED WOOD BLOCKING
AS REQ'D
1' - 1 1/4" 1' - 8"
1' -
5 3/
8"
CL
STL. COLUMN
REF. STURCT.
SOLID SURFACE
@ SILL
M4
1
3C3C
AC
AC
JG
JG
MH
MH
CL
STL. BRACING
REF. STRUCT.
STL. COLUMN
REF. STRUCT.
STL. COLUMN
REF. STRUCT.
THIN BRICK VENEER
REF. A4 SHTS.
TREATED WOOD BUCK
7 7/8" 10 1/8"
3 1/8"
5 7/8"
5 3/
8"7
1/4"
H6
1' - 1 1/4" 5 7/8"
C6
CL
9G9G
SF
-G
W300
SELF-ADH. FLASHING
1' -
2 1/
4"7
7/8"
1' -
10 1
/8"
CONT. SEALANT
& BACKER ROD
ROWLOCK BRICK SOLDIER
SF-T1
M3
M3
1' -
4 1/
4"4
1/2"
1 3/
8"
2' - 1 7/8"
C6 M4H6
TREATED
WOOD BUCK
TREATED WOOD BLOCKING
AS REQ'D
JG
JG
C6
H6
THIN BRICK VENEER
REF. A4 SHTS.
10 1/8" 3 1/8"
1' - 1 1/4"
6"3
7/8"
3 3/
8"
7 1/
4"
TREATED WOOD BUCK
PLAN DETAIL LEGEND
COLUMN - REFER TO STRUCTURAL DRAWINGS.
WINDOW FRAME - REFER TO A3 SHEETS FOR
SCHEDULE AND DETAILS.
DOOR FRAME - REFER TO A3 SHEETS FOR SCHEDULE
AND DETAILS.
GROUT FILLED CMU CELL FILL SOLID WITH GROUT -
REF. STRUCT. FOR REINF.
CMU
GROUND FACE CMU
FACE BRICK
WEATHER BARRIER
I.C.F. WALL SYSTEM
MTL. STUD WALL 5/8" GYP. BD. ON EACH SIDE OF MTL.
STUDS @ 16" O.C. U.N.O. W/ BATT INSUL. WHERE
SHOWN OR SPECIFIED.
E.J. DETAILS - REF. A5 SHEETS.
CL
AD
AD
13C13C 2 3/
8"
CONT. SEALANT
& BACKER ROD
M4
W300
W101
1' -
5 3/
8"1'
- 6
5/8"
4 1/
4"
1' - 1 3/8" 10 1/4"
STL. TRUSS
REF. STRUCT.
PRE-FINISHED MTL.
DOWNSPOUT
TREATED WOOD BUCK
AD
AD
WOOD BLOCKING
AS REQ'D
STL. TRUSS
REF. STRUCT.
SF
-L
W102
1' - 1 3/8"
1 3/4"
4 1/2" 4"
STAGE STEPS
4 7/8" 1' - 3 5/8"
2' - 3"
4' -
4 7/
8"7
1/4"
"Z" REVEAL MOLDING
REF. DTLS. ON A9. SHTS.
"Z" REVEAL MOLDING
REF. STLS. ON A9. SHTS.
Y6
H6
H4
Y6
MITER @ ALL OUTSIDE CORNERS
Y6
THIN BRICK VENEER
REF. A4 SHTS.
TREATED WOOD BLOCKING AS REQ'D
SELF ADH.
FLASHING
ROWLOCK BRICK SOLDIER
8 1/
4"
SOLID SURFACE
@ SILL
SF-VV
W100
H6
6 1/
2"4
1/2"
2' - 9 5/8"
3 5/8" C.F.M.F.
STUDS
CONT. SEALANT
& BACKER ROD
STL. COLUMN
REF. STRUCT.
1R
1R
CL
AE
AE
AD
AD
15C15C
14C14C
1E1E
12" CONC. PRE-CAST PANEL
REF. STRUCT.
FIRE SEALANT EA. SIDE
(LOCATION VARIES)
2" E.J. COVER
REF. A9 SHTS. FOR DTLS.
C.F.M.F. 2 1/2" STUD
D12
"Z" REVEAL MOLDING
REF. DTLS. ON A9 SHTS.
CL
CL
W400
STL. COLUMN
REF. STRUCT.
(TYP.)
1' - 0"
2" E.J.
6" 3 5/8"
6"11
1/2
"8
1/2"
2' -
0"
2" E.J.
P4
P4
P4
ED
3D3D
FD
FD
SF
-F
H4
CL
1' - 10 1/8" 1' - 3" 1' - 4"
ROWLOCK
BRICK SOLDIER
SOLID SURFACE
@ SILL
STL. COLUMN
REF. STRUCT.
(TYP.)
CL
SF
-F
14C14C
1E1E
ZC
2" E.J. REF. A9 SHTS.
FOR DTLS. (TYP.)
SF
-DDP4
W400
CL
8"4"
2" E
.J.
1' -
8"
STL. COLUMN
REF. STRUCT.
WOOD BLOCKING
AS REQ'D.
3C3C
WC
WC
YC
YC
CL
CL
10 3/4"
1" E.J.
1' - 7 1/4" STL. WIDE FLANGE
REF. STRUCT.
STL. COLUMN
REF. STRUCT.
1" E.J. 1' - 5 3/8" 1 7/8"
C6
W300
W100
1" E.J.
REF. DTLS. ON A9 SHTS.
TREATED WOOD
BUCK
1' -
1 1/
4"7
1/4"
THIN BRICK VENEER
REF. A4 SHTS.
BD
BD
SF
-CC
H6
STL. COLUMN
REF. STRUCT.
5 1/8" 6"
H4
1D1D
CD
CD
SF-Y
CL
STL. COLUMN
REF. STRUCT.
AA6
H6
STL. COLUMN
REF. STRUCT.
6"2'
- 2
1/4"
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
C:\
Use
rs\r
rod
pra
cha\
Do
cum
ents
\178
0-01
-01
AU
BR
EY
ES
#3_A
RC
H_v
17_r
rod
pra
cha.
rvt
11/1
2/20
18 1
1:05
:34
AM
IS
A1.11
PLAN DETAILS
10/16/2018
1780-01-01
A N
EW
ELE
ME
NTA
RY
SC
HO
OL
#3FO
RA
UB
RE
Y I.
S.D
.A
UB
RE
Y E
TJ, T
EX
AS
BACK REF: A1.4 3/4" = 1'-0"4PLAN DETAIL
BACK REF: A1.5 3/4" = 1'-0"9PLAN DETAIL
BACK REF: A1.5 3/4" = 1'-0"11PLAN DETAIL
BACK REF: A1.5 3/4" = 1'-0"10PLAN DETAIL
BACK REF: A1.6 3/4" = 1'-0"12PLAN DETAIL
BACK REF: A1.6 3/4" = 1'-0"13PLAN DETAIL
BACK REF: A1.6 3/4" = 1'-0"14PLAN DETAIL
BACK REF: A1.4 3/4" = 1'-0"6PLAN DETAIL
BACK REF: A1.5 3/4" = 1'-0"7PLAN DETAIL
BACK REF: A1.5 3/4" = 1'-0"8PLAN DETAIL
BACK REF: A1.4 3/4" = 1'-0"3PLAN DETAIL
BACK REF: A1.4 3/4" = 1'-0"5PLAN DETAIL
BACK REF: A1.6 3/4" = 1'-0"15PLAN DETAIL
BACK REF: A1.6 3/4" = 1'-0"16PLAN DETAIL
BACK REF: A1.7 3/4" = 1'-0"17PLAN DETAIL
BACK REF: A1.3 3/4" = 1'-0"2PLAN DETAIL
BACK REF: A1.3 3/4" = 1'-0"1PLAN DETAIL (@ TORNADO SHELTER)
BACK REF: A1.3 3/4" = 1'-0"18PLAN DETAIL
BACK REF: A1.3 3/4" = 1'-0"19PLAN DETAIL
BACK REF: A1.2 3/4" = 1'-0"20PLAN DETAIL
BACK REF: A1.7 3/4" = 1'-0"21PLAN DETAIL
BACK REF: A1.7 3/4" = 1'-0"22PLAN DETAIL
Rev
isio
n /
Dat
e
11
1/0
7/ 1
8A
DD
EN
DU
M #
1
1
1
1
1
311
/12/
18A
DD
EN
DU
M #
3
���
11/12/2018
