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0% found this document useful (0 votes)

15 views28 pages

Energy Model Test Arch

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You are on page 1/ 28

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

74' - 0 1/2" 74' - 0 1/2" MATERIAL KEYNOTES

A201 37' - 0 3/4" A201 36' - 11 3/4"
37' - 0 3/4" 36' - 11 3/4"
D8 T D8
T
T

1' - 6"
A6 T DW A6 DW

1' - 6"
K T B20 B20
A232 T B20 B20 A232 1201 1202
1101 1102

34' - 4 1/4"

34' - 4 1/4"
A9 T A9
34' - 1 1/2"

34' - 1 1/2"
T

DW
DW

DW
DW
A232 A232

W
W

W
D

D
D

D
A11 A11 © 2024 Lord Aeck Sargent
MECH MECH LordAeckSargent.com
A232 MECH LV +HW A232 MECH LV +HW
Unless otherwise agreed to
+HW +HW in writing,this document is
9' - 2 3/4"

9' - 2 3/4"
STAIR A the sole property of Lord
J A1 D1
1160 STAIR A Aeck Sargent and is to be

22' - 4 1/4"

22' - 7 3/4"
A301 D W A301 1260 D W returned upon demand. The
information herein is
confidential and may not be
A10 used nor divulged without
MAIL

A10 the written permission of

1104
T 1204 Lord Aeck Sargent

MECH

MECH
25' - 1 3/4"
+HW

+HW
W D DW W D DW
25' - 1"

REVISION:
WINDOW LEGEND 1 Addendum 01 02/03/23

10' - 4 5/8" 13' - 2 1/8"

A30 METER A30 2 ASI 01 07/17/23
1103 MDF 3 ASI 04 09/20/23
1183 1203 T TEMPERED GLASS
1181 NOTE 3 D W 4 ASI 06 01/23/24
MECH

MECH
T

23' - 0"
+HW

+HW
DW FD DW 5 ASI 16 08/02/24
6 ASI 18 09/13/24

A10
10' - 4"

H
1206
GENERAL NOTES
CORRIDOR

MECH
COVERED GRILLS

+HW
DW
1270 A. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
W D

25' - 0"
B. ALL PARTITIONS ARE DIMENSIONED TO FACE OF
CONCRETE, CMU, STUD OR CENTERLINE OF
T A30 OPENING U.N.O. ALL DEMISING WALLS TO
D W CENTERLINE - ALL DIMENSIONS SHOWN ON THE

23' - 0"
T 1205

MECH
DRAWINGS ARE TO BE CONSIDERED CRITICAL. IT

+HW
DW
SHALL BE THE RESPONSIBILITY OF THE

MECH
A10

+HW
CONTRACTOR TO INFORM THE ARCHITECT OF ANY
T DW 1208 DEVIATION IN THE PLACEMENT OF WORK PRIOR TO
T

MECH
FITNESS AREA

+HW
209' - 3 5/8"

209' - 3 5/8"
DW INSTALLATION.
1189 H1 A201 H1 A201 C. SEE A150 SERIES FOR ENLARGED UNIT PLANS.
D. DOUBLE STUD CONSTRUCTION IS TO BE USED AT

27' - 0"
G
T T ALL DOOR OPENINGS.
W D E. ALL FLOOR AND WALL PENETRATIONS IN RATED
D W

23' - 0"
A70 ASSEMBLIES SHALL BE SEALED WITH
1207 APPROVED,CURRENT FIRESTOP ASSEMBLIES
T A10 APPROPRIATE FOR THE RATED WALL ASSEMBLY.
T F. FURNISH CLASS A, B, C FIRE EXTINGUISHERS AS
1210

MECH

MECH
+HW

+HW
DW INDICATED ON THE DRAWINGS - SEE GENERAL
DW UNIT. NOTES ON A160 FOR FIRE EXTINGUISHERS IN
T A30 UNITS.
1209 G. SLOPE ALL CONCRETE PARKING AREAS TO DRAIN.
T

25' - 0"
H. PROVIDE SPECIFIED CLEAR SEALER AT ALL

22' - 10 1/2"
D W EXPOSED CONCRETE.
NOTE 1 W D I. GROUT ALL HOLLOW METAL FRAMES IN CONCRETE
F NOTE 2 PARTITIONS.
T A10
NOTE 4 J. PROVIDE MAXIMUM 1/2" THRESHOLDS, BEVELED AT
NOTE 3 T 1212
1:2 AT UNIT EXTERIOR SWING DOORS. WARP SLABS

MECH
FD

+HW
DW
295' - 6"

295' - 6"
AS REQUIRED.
SEE A1 / A130 SEE A1 / A132 K. PROVIDE 98" CLEARANCE AT VAN ACCESSIBLE
A201 A1 MAINTENANCE A201 A1
PARKING SPACES WITH A CLEAR PATH OF TRAVEL
T 1188
T SEE A1 / A131 SEE A1 / A133 TO ENTRANCE. COORDINATE LIGHTING AND FIRE
AMENITY PROTECTION SYSTEMS IN COVERED PARKING TO
1190 MAINTAIN REQUIRED HEIGHT CLEARANCES.
LEASING L. PROVIDE GYP. BOARD CONTROL JOINTS @ 30'-0" ON
POOL
1191 CENTER MAXIMUM OR AS INDICATED ON INTERIOR
T T ELEVATIONS.
M. DIMENSIONS TO EXTERIOR WINDOWS AND DOORS
ARE TO CENTERLINE, U.N.O.
E N. WOOD STUDS SHALL BE USED IN BUILDING. ALL

62' - 1 1/2"
A1 A1 A1 A1

60' - 5 1/8"
WOOD STUD DEMISING WALLS TO BE TYPE 1 WD 56 G
A211 T T A211 A211 OPEN TO BELOW OPEN TO BELOW A211 U.N.O. - SEE G201 FOR PARTITION DETAIL. ALL
WOOD STUD CORRIDOR WALLS TO BE TYPE
1 WD 51 G U.N.O. - SEE G201 FOR PARTITION DETAIL.
O. SEE H4/G203 FOR BREEZEWAY 2-HOUR WALL
TESTED ASSEMBLY (FOR SINGLE STUD WALL).
T T MEP

BLDG 1 FLOOR PLANS

A8 1281

32 FT
FSRR A525
NOTE 3
1185 30' - 3 3/4"
FD STORAGE
T 1290 6' - 9 3/4" 62' - 1 1/2"
6' - 7 1/4"

D8 CORRIDOR
D A525 1172

MECH
MECH

+HW
+HW

A202 A202
DW 9' - 2 3/4" DW 9' - 2 3/4"

16
A11 18' - 1 1/8" A11

18' - 1 1/8"
A202 A70 A202
13

13
225

225
A70 TYPE A 25' - 1 1/4" 37' - 0 1/4"
'-

As0indicated
SCALE (U.N.O.)
6' - 9 3/4" 62' - 1 1/2" 1215
26' - 10 1/2"

26' - 10 1/2"
1115
5"

5"
.00

.00

SHEET TITLE
48"

25' - 1 1/4" A6 37' - 0 1/4" A6

48"

°
T
18" W D A40 W D A40
T
13

13
60"

18" T T
'-

'-
60"

1118 T 1218
5"

5"
48"
7' - 6"
18"

18"

60"60" T
A30 B21 SHEET SPECIFIC NOTES
A40 A30 B21
1222

MECH
MECH

225 1224

+HW
+HW

1120 .00 1122 1124

° 1. REFER TO ID FOR ADDITIONAL INFORMATION AND
W

W
DW DW
D

D
C MECH A40 MECH COORDINATION.
T
34' - 0"

34' - 0"
A70 TYPE A
W

W
+HW A70 +HW 2. STEEL STUDS SHALL BE USED IN PUBLIC AMENITY AS
DW

DW
1220
MECH

MECH
D

D
W D
W D

+HW

+HW
1117 1217 NOTED. ALL STEEL STUD WALLS TO BE TYPE 0 S 49 G -
48"
27' - 0"

27' - 0"

MECH MECH SEE G201 FOR PARTITION DETAIL.

48"
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

DW
DW

W
18" +HW +HW 3. FLOOR DRAIN - SLOPE FLOOR TO DRAIN.
D

D
T W D W D
60"

18" 4. ALL STRUCTURAL STEEL TO BE COATED IN

D W

D W
60"

24" 24"
PARKING

A1 A202 A1 A202
48"

48"
INTUMESCENT PAINT.
NO

W D W D

8589 Stacy Rd., McKinney, TX, 75070

48"
18"

18"

60"60" 2' - 11 3/4"

66' - 0"

66' - 0"
DOMESTIC MECH MECH

Jefferson McKinney Stacy

MEP CORRIDOR STORAGE MEP CORRIDOR STORAGE
1184 1173 WATER +HW 1284 1271 +HW
MECH MECH
LV
+HW 48" +HW 48" 48"

32' - 0"
MECH

MECH
+HW

+HW
A8 A8
48"

48"

48"
18"

18"

18"
60" D W 60" 60" D W
DW
DW

JPI Companies
A215
18" A215
18" 18"
B
60"60"

60"60"

60"60"
32' - 0"

A11
D

D
W D

W D

W D
W D
W

W
34' - 0"

34' - 0"

A6 MECH A11 MECH A6 A6 MECH A215 MECH A6

DW
DW

+HW 18" +HW +HW 18" +HW 18"

A211 A215 C10 A211 A211 A211
T C10

JOB NAME

LOCATION
A70 TYPE
48" A A70 48" 48"

DW
DW
18"

18"

18"
60" 1125 A70 60" 60" 1225
1121 1123 A70
B20 B20 1221
1119 T 1223
T 1219
KEY PLAN SEAL ISSUE DATE
T T STAIR B T STAIR B
1161 09/18/2024
T D1 D1 1261
JOB. NO.
A4
11836-03
9/13/2024 3:00:23 PM

A202 A202 A1
A A301.1
A301.1 DWG. NO.
37' - 0 1/4" 27' - 0" 27' - 1 1/2" 9' - 2 1/2" 49' - 2 1/4" 37' - 0 1/4" 27' - 0" 27' - 1 1/2" 9' - 2 1/2" 49' - 2 1/4"
149' - 6 1/2" 149' - 6 1/2"

A1
BLDG 1 - FLOOR PLAN - LEVEL 1
A7
BLDG 1 - FLOOR PLAN - LEVEL 2 A101
PROJECT NORTH 09/13/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
74' - 0 1/2"
NOTE 1 33' - 0 1/4" 41' - 0 1/4"
74' - 0 1/2"
DOWNSPOUT CALCULATIONS (REF. TABLE 1106.3 OF INTERNATIONAL PLUMBING CODE) MATERIAL KEYNOTES
37' - 0 3/4" 36' - 11 3/4" 3' - 0"

1/4" / 12"
1/4" / 12"

3' - 0"
A201 41' - 5" A201 McKINNEY RAINFALL INTENSITY RATE: 4 INCHES PER HOUR 07 50 00.RM ROOF MEMBRANE
DIAMETER OF DOWNSPOUT = 6" (ALLOWS FOR 538 GPM) 07 50 00.WP WALK PADS
RAINFALL RATE (GALLONS PER MINUTE = RAINFALL INTENSITY X ROOF AREA (sf) X 0.0104
D8 T D8 07 62 00.REF ROOF EDGE - FASCIA
K T 07 72 00.RH ROOF HATCH
AREA 1 = 4 X 6733 SF X 0.0104 = 280 GPM
T
A6 T A6 1/4" / 12" AREA 2 = 4 X 8179 X 0.0104= 340 GPM

1' - 6"

15' - 0"
B20 B20 T AREA 3 = 4 X 3061 SF X 0.0104 = 127 GPM

NOTE 1
A232 T A232 AREA 4 = 4 X 4387 SF X 0.0104 = 182 GPM
1301 1302 NOTE 2
1/2" / 12" AREA 5 = 4 X 2207SF X 0.0104 = 92 GPM
1/2" / 12"

34' - 4 1/4"
34' - 1 1/2" A9 T A9
T 8" SQUARE SCUPPER = 2.5" DRAIN
A232 A232 2" PIPE ALLOWS FOR 34 GPM

47' - 10 1/4"
1/4" / 12" 280/34 = 9 SCUPPERS
340/34 = 10 SCUPPERS © 2022 Lord Aeck Sargent
130/34 = 4 SCUPPERS LordAeckSargent.com
A11 CORRIDOR A11 182/34 = 6 SCUPPERS Unless otherwise agreed to
1/2" / 12" 92/34 = 3 SCUPPERS in writing,this document is
A232 1370 A232 the sole property of Lord
J Aeck Sargent and is to be
NOTE 3 returned upon demand. The
9' - 2 3/4"

G1 1/2" / 12" 1/2" / 12" information herein is

STAIR A T confidential and may not be
6' - 6" 23' - 10 3/4"

22' - 7 3/4"
A301 used nor divulged without
1360 07 72 00.RH

MIN 3' - 6"

6" DS the written permission of
1/2" / 12"
8" SCUPPER & LEADER HEAD
ROOF PLAN LEGEND Lord Aeck Sargent

11 1/2"
6" DS
A10 8" SCUPPER & REVISION:
1/4" / 12"

2' - 6"
ROOF TOP CONDENSING UNITS, SEE A/542 AND MECH.
1304 T LEADER HEAD 1 Addendum 01 02/03/23
1/2" / 12"
25' - 1 3/4"

15' - 0" 2 ASI 04 09/20/23

ROOF HATCH
39' - 4" 3 ASI 05 10/30/23
WALKING SURFACE 4 ASI 06 01/23/24
A30 5 ASI 07 03/01/24
1/2" / 12"
1303 1/4" / 12" 1/2" / 12" 15' LINE FOR FALL PROTECTION 6 ASI 10 05/28/24
T 7 ASI 11 06/07/24

23' - 0"
H 6" DS SLOPE 8 ASI 12 06/14/24
8" SCUPPER & LEADER HEAD
A10 1/2" / 12" DS DOWNSPOUT
07 50 00.WP 1/4" / 12"
1306 T 1/2" / 12"
1/4" / 12"
1/4" / 12"
25' - 0"

WINDOW LEGEND
A30 2' - 6" 3' - 6" 1/2" / 12"
1/2" / 12"
1305 1/4" / 12" 07 50 00.RM T TEMPERED GLASS

23' - 0"
T MIN

6' - 6"
A10 1/2" / 12"
1308 1/4" / 12"
T 6" DS 1/2" / 12" GENERAL NOTES

209' - 4 1/4"
G A70 8" SCUPPER & AREA 1 AREA 2
H1 A201 H1 A201 A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.
1307 LEADER HEAD
27' - 0"

1/4" / 12" 1/2" / 12" 1/2" / 12"

23' - 0"
6" DS

40' - 10"
8" SCUPPER & LEADER HEAD
07 62 00.REF 1/2" / 12"
A10
1/4" / 12"
1310 T 1/2" / 12" ROOF NOTES
T A. SEE SHEET A101 FOR FLOOR PLAN GENERAL
A30 1/4" / 12" NOTES.
1/2" / 12"
1309 1/2" / 12" B. BALCONY ROOFS SLOPE AWAY FROM BUILDING
25' - 0"

AT 1/4"/12" U.N.O.
22' - 10 1/2"

F C. PARAPET OVERHANG ROOFS SLOPE BACK TO

MAIN BUILDING ROOF AT 1/4"/12" U.N.O.

2' - 6"
1/2" / 12"

MIN
A10 6" DS D. ALL ROOFTOP EQUIPMENT TO BE 15' MIN AWAY
8" SCUPPER & 1/4" / 12" FROM UNPROTECTED EDGES.
1312 T LEADER HEAD 1/2" / 12"

3' - 6"
6' - 6"
295' - 6"

295' - 6"
SEE A1 / A134 1/2" / 12"
A201 A1 T A201 A1
A30 1/4" / 12"
1/2" / 12"
SEE A1 / A135
24' - 10 3/4"

1311
23' - 1 1/2"

30' - 10"
6" DS 1/2" / 12"
8" SCUPPER & 6" DS
1/2" / 12" 15' - 0" 8" SCUPPER & LEADER HEAD
A10 LEADER HEAD
1314 1/2" / 12" 1/4" / 12"
E T 40' - 2" 1/2" / 12"

3' - 6"
1/4" / 12" 6' - 6" 25' - 8 1/2"
A1 A1 A1 1/2" / 12" A1
A211 A211 A211 A211

2' - 6"
MIN
1/2" / 12"

BLDG 1 FLOOR PLANS

37' - 0 1/4"

32 FT
36' - 11"

B11 B11 1/4" / 12" 1/4" / 12"

T 1313 1316 T 6' - 9 3/4" 1/2" / 12"
62' - 1 1/2" 1/4" / 12"
6" DS
6" DS 1/2" / 12" 1/2" / 12" 8" SCUPPER & LEADER HEAD
D 8" SCUPPER & NOTE 1 4' - 5 3/4"
LEADER HEAD

14' - 10"
25' - 1 1/4" 37' - 0 1/4"
6" DS

16
8" SCUPPER & LEADER HEAD
A202 A202

As0 indicated
1/4" / 12"

SCALE (U.N.O.)
TYP

SHEET TITLE
A70 F8 A11 A11
18' - 0 1/2"

A202 1/2" / 12" A202

3' - 6"

1/4" / 12"

1/4" / 12"
1315 36' - 8"

2"
A512 2' - 6" 15' - 5 3/4"

/1
41' - 5"

3' - 0"
A6 A6
27' - 1"

4"
1/4" / 12" MIN

1/
A40 1/2" / 12"

90.00°

1/4" / 12"
T
TYP

6' - 6"
1318 T T T SHEET SPECIFIC NOTES
A1
A30 B21 T 1/2" / 12" A524 1/2" / 12"

2"
NOTE 2 1. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS

NOTE 1
1322 1324 T 1/2" / 12"
C REQUIRED BY STRUCTURAL DRAWINGS.

2"
0"

22' - 11"
2. LINE OF EXTERIOR SIDE OF WALL FRAMING BELOW.

2"
'-

/1
A40 15 3. ROOF ACCESS.

1/4" / 12"
15' - 0"
2"

33' - 0"
A70 1/2" / 12" AREA 3
34' - 0"

1/
1320
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

1317 1/4" / 12"

27' - 0"

3' - 6"
1/2" / 12" 6' - 6"
1/4" / 12"

8589 Stacy Rd., McKinney, TX, 75070

88' - 1"

T AREA 5

Jefferson McKinney Stacy

A1 A202 A1 A202

2' - 6"
MIN
40' - 2"
66' - 0"

66' - 0"
MEP CORRIDOR STORAGE STORAGE 1/2" / 12"
1384 1371 6" DS
8" SCUPPER &
LEADER HEAD

JPI Companies
A8 1/2" / 12" A5
B
32' - 0"

15' - 0"
A215

1/4" / 12"
A215
D5

33' - 0"
A6 A6 A6 A542 A6

JOB NAME
34' - 0"

1/2" / 12" AREA 4

LOCATION
15' - 0"
1/2" / 12"
1/2" / 12"

1/2" / 12"

1/2" / 12"
A211 A211 A211 A211

1/2" / 12"
1/2" / 12"

1/2" / 12"
A70 A70 C10
B20 1321 1323 1325 KEY PLAN SEAL ISSUE DATE

T 1319 T 1/2" / 12" 1/4" / 12" 06/14/24

T 1/4" / 12"
T T T
T T JOB. NO.
STAIR B
1/4" / 12"

1/4" / 12"

1/4" / 12"
T 1361 3 11836-03
D1 D1
6/13/2024 3:27:23 PM

40' - 2"
1/4" / 12"

A 27' - 1 1/2" A301.1

6" DS 6" DS
DWG. NO.
37' - 0 1/4" 27' - 0" A202 9' - 2 1/2" 49' - 2 1/4" A202
8" SCUPPER & LEADER HEAD 8" SCUPPER & LEADER HEAD

A102
149' - 6 1/2" 149' - 6 1/2"

BLDG 1 - FLOOR PLAN - LEVEL 3 BUILDING 1 - ROOF PLAN

A1 A7 PROJECT NORTH 06/14/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
3' - 5 3/4"
3' - 0" 3' - 5 3/4" 7' - 0 1/4" 12' - 0" 11' - 9 3/4" 7' - 0" 2' - 11 1/2" MATERIAL KEYNOTES

3' - 6 1/4" 3' - 6 3/4"

A1 TYP C8 TYP
01 A1 TYP
C8 TYP 02 A511 02
A1 TYP A511
K 02 A514
01 02 A511

H1
A514

5' - 4 1/2" 4' - 7 1/2"

H1
4' - 8 1/2"
04
04

3' - 10 1/2"
A6
A232 B20 B20

9' - 3"
1101 1102
B8 TYP © 2024 Lord Aeck Sargent
F11 TYP LordAeckSargent.com
A514 Unless otherwise agreed to
A515 in writing,this document is
05
A9 05 the sole property of Lord
J Aeck Sargent and is to be

DW
A232 returned upon demand. The

34' - 2"

DW
information herein is
confidential and may not be

13' - 9"
used nor divulged without

W
13' - 9"
the written permission of
Lord Aeck Sargent

D
REVISION:

D
1 Addendum 01 02/03/23
LV 02 2 ASI 01 07/17/23
1180 A1

3' - 6 5/8"
02 3 ASI 04 09/20/23
5' - 6 1/4" 4 ASI 06 01/23/24
A1

6' - 8 3/4"
5 ASI 17 08/09/24
A11

1180A
6 ASI 19 10/04/24
0 W 1B G MECH
A232
H MECH +HW

9 3/4"
+HW
1 W 32 G 8' - 0" TYP
A1
TYP

1160A
4' - 8"
A8 STAIR A A511
A515 3' - 4 1/4" 1160

1160B
9' - 2"
02

6' - 2"
1' - 6 3/4"
3' - 4 1/4" D W
NOTE 2

3' - 3"
6' - 4"
GENERAL NOTES
G MAIL 02
A1 CORRIDOR
1170 A10 H1
A301 0 W 1B G A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.
1104

3' - 6 3/4"
MECH
DW 03

+HW
W D

3' - 2 1/4"
25' - 1 1/4"

11' - 0"

6' - 10"
A1
2 W 43 G 6 1183A

13' - 5 1/2"
H1 A30

3' - 7"
MDF METER
1103

4' - 11"
1181 1183

1' - 2"
NOTE 1
F

MECH
+HW
03 DW FD

1181A
5"
A10 1170A
A555 C10
A10

2' - 2 5/8"
A555
10' - 4"

3' - 0" 3' - 0" 8' - 5 3/8" 21' - 6 7/8"

66' - 0 1/2"
NOTE 2

1' - 3 3/4"
11 3/4"

1190A

5' - 5 3/4"
5' - 4"

BUILDING 1 - LEVEL 1 - ZONE 1

1190E

3' - 10 1/2"
7' - 3"
S2
3' - 2 3/4"

C4 TYP
5' - 1"

A511

16 FT
3' - 11 1/2"
7"
B5 TYP
1190B
5' - 6"

A514

S1 S4
D
4' - 7"

8
7' - 11"

As0indicated
SCALE (U.N.O.)
4' - 6"

SHEET TITLE
S3 S1
F11 TYP

1' - 0"
5' - 7 1/2" 4' - 5 1/2" 4' - 6"

6' - 2"
A515 F11 TYP
SHEET SPECIFIC NOTES
A515
1. FLOOR DRAIN - SLOPE FLOOR TO DRAIN.
C S1
AMENITY 2. WAYFARING ENTRANCE SIGNAGE LOCATION. PROVIDE

1' - 8 1/4"
1190 BLOCKING. BASE OF SIGNAGE MOUNTED AT 48".
1' - 8 1/4"

S2
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

3' - 3 3/4"

5' - 0"

8589 Stacy Rd., McKinney, TX, 75070

Jefferson McKinney Stacy
S2

6' - 10"
3' - 3 3/4"
5' - 0"

JPI Companies
B

7' - 3"
7 1/4"
7' - 8"

JOB NAME

LOCATION
S1

S2
1' - 8 1/4"

3' - 3 3/4"
KEY PLAN SEAL ISSUE DATE
7' - 4"
3' - 3 3/4"

3' - 11"
10/04/2024
JOB. NO.
10/7/2024 12:00:29 PM

11836-03
A
A201 A1 DWG. NO.

S2 SEE A1 / A131

A1
BLDG 1 - LEVEL 1 - ZONE 1 A130
PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

EQ.

7' - 11"
K SEE A1 / A130

EQ. 6' - 7 1/2"

10' - 0"
S2

7' - 2"
2' - 11"
© 2024 Lord Aeck Sargent
LordAeckSargent.com

2' - 0 3/4"
A201 A1 Unless otherwise agreed to

3' - 4"

1' - 4 3/4"
10' - 10 3/4"
in writing,this document is

6' - 0"
S1 S2
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
1' - 10" information herein is
1' - 9 3/4" confidential and may not be
used nor divulged without
the written permission of

1' - 6"
Lord Aeck Sargent

5' - 11"
REVISION:
A1 A1
1 Addendum 01 02/03/23

63 7/8"
A211 S1 A211 2 ASI 01 07/17/23
12' - 7 1/4"

3' - 9" 3' - 0"

3 ASI 04 09/20/23
1190C 4 ASI 14 07/17/24

6' - 8"
2' - 1 1/2"
1' - 0 1/2" 1' - 0"
5 ASI 16 08/02/24
1' - 6"

6 ASI 17 08/09/24

3' - 3 3/4"
7 ASI 18 09/13/24
H AMENITY 8 ASI 19 10/04/24
1190
EQ.

H1 A201
1190D
6' - 7 1/2"
11' - 0"

5' - 5"
38' - 4"
6' - 6 3/4"
EQ.

1' - 0"
1 W 51 G 6

NOTE 1

6' - 0"
6' - 7 3/8"

2 W 43 G 6
1185A FD GENERAL NOTES
FSRR
13' - 7 1/2"

G S1
1185

1173A
1' - 11 3/4"
A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.
1' - 3 1/2" 2' - 2 1/2"

7' - 11 5/8"
6' - 3 7/8"

D8 A8

3' - 3 3/8"
3 3/8"
1172B

2' - 8 1/4" 1 W 51 G 6 A215

A525
2' - 9"

11 3/4"
1 W 51 G 6

8"
MECH

A202
+HW

1' - 9 3/4" DW A11

1' - 0 1/2"

6' - 0"

135
6' - 6"

.00
6"

02 30' - 0 1/4" 6' - 0" A202

°
5'
1' - 4"

F - 0
2' - 9 3/4"

3/ A6
3' - 6 3/4" 3' - 6 1/4"
3' - 5 1/4"

4" D1 SIM
H1
48"

A70 TYPE A
A1 A512 7' - 8 1/2" 3' - 3" 3' - 8 5/8" 8' - 6 7/8" 12' - 0" 7' - 0" 3' - 5 3/4" 3' - 0"
1115
48"

H1
9' - 0"

7'
02 -
18" 10
A40 "

4'
03 W D
18"
2' - 9"

60"

-6
1118 02 03 02 02 01

1/
60"

4
-0

H1
3/
02

4
"

4' - 9"
48"
18"

18"
3' - 11 1/4"

60" 60" 135 04

.00 03
H1 °
02 3' - 3 3/4"
E A30 B21

5' - 3"
A1
9' - 10"
18' - 0"

1122 1124

BUILDING 1 - LEVEL 1 - ZONE 2

MECH
+HW

4' - 0 1/4"
A40
W
D

DW 1120
MECH
4' - 2 3/4"

A70 TYPE A +HW

02 H7 05
D

1117

16 FT
DW
D

A167
MECH
+HW

13' - 8 3/4"
W
48"

H1 A1
48"

W
2' - 9 3/4"

MECH
9' - 0"

DW
+HW
18"

D
D W D MEP
18"
2' - 9"

8' - 0 1/4"
60"

1184

W
3' - 5 1/4"

8
24"
60"

02 A1 A202
1 W 32 G

48"
D
W D

As0indicated
SCALE (U.N.O.)
48"
2' - 0 1/2"

SHEET TITLE
A1

3 1/2"

A1
6' - 0"

18"

18"
11 1/2"

1184A
9' - 0"

60" 60"
5' - 10 1/2"

CORRIDOR MECH
02 1' - 4 3/4" 7' - 8 3/4"
+HW
8' - 0 1/4" 1173 5' - 10" 5' - 11"

1191A

1192A
1161A ALIGN C1 TYP SHEET SPECIFIC NOTES

4' - 5 1/2"
A1

MECH A511

NOTE 1
6' - 3"

A1
+HW STORAGE 1. FLOOR DRAIN - SLOPE FLOOR TO DRAIN.
A11
48" STAIR B 1191 2. WAYFARING ENTRANCE SIGNAGE LOCATION. PROVIDE
C
A215 1161 02 BLOCKING. BASE OF SIGNAGE MOUNTED AT 48".

MECH
BROWN BRICK

+HW
18"

48"

4' - 6"
60" A8 D W
02 DOMESTIC WATER
24' - 0"

DW
DW
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

A215 1192
18"
13' - 8 1/2"

8589 Stacy Rd., McKinney, TX, 75070

60"
D

Jefferson McKinney Stacy

D
D
W

30' - 0"

60"

MECH

15' - 7 1/2"
A6 MECH A6
W

+HW
DW
4' - 0 1/2"

18" +HW
A211 05 A211

JPI Companies
B 48" A1 C10
18"

DW
60" 1125
A70 TYPE A A70 A301
3' - 4"

0 W 1B G

2' - 9 1/2" 1' - 10 3/4"

1121 1123 0 W 1B G

JOB NAME
1161B
5' - 3"

LOCATION
3' - 7 1/4"

B20
04
10' - 0"

1119
4' - 9 1/4"
01
H1

H1
KEY PLAN SEAL ISSUE DATE

03 02 02 03 02 B8 TYP F8 TYP 04 10/04/2024

02 A8 TYP 02 02
H1

2' - 8 1/4" NOTE 2 A512 A515

A515 JOB. NO.
10/7/2024 12:01:18 PM

01 4' - 2" 2' - 9" 4' - 0" 10' - 0" 4' - 0" 2' - 9" 4' - 0" 10' - 8" 11' - 6 1/4" 8' - 8 1/2" 5' - 3 3/4" 5' - 11 3/4"
3' - 0"3' - 5 3/4" 10' - 6 1/4"
02
12' - 0"
02 1' - 9 3/4" 4 3/4" A1 TYP 11836-03
4' - 8 3/4" 3' - 6 3/4" 3' - 6 3/4" 2' - 8 1/4"
A DWG. NO.
A514
D1

A1
BLDG 1 - LEVEL 1 - ZONE 2
A202
A131
PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES
3' - 5 3/4" 2' - 11 1/2"
3' - 0" 10' - 6 1/2" 12' - 0" 11' - 11 1/4" 6' - 10 5/8"
3' - 5 3/4" A1 3' - 6 3/4"

TYP A555
B8 02 02 01
K H10
01 02 A514 02

5' - 4 1/2" 4' - 7 1/2"

A555

H1
4' - 8 1/2"

1' - 6"
04
A6 04 B20
A232 B20
1202
1201

9' - 3"
© 2022 Lord Aeck Sargent
LordAeckSargent.com
Unless otherwise agreed to
05

3' - 10 1/2"
in writing,this document is
the sole property of Lord
J A9 05 Aeck Sargent and is to be

DW
A232 returned upon demand. The

DW
information herein is
confidential and may not be

13' - 9"
used nor divulged without

W
the written permission of

13' - 9"
Lord Aeck Sargent

D
REVISION:

D
1 ASI 04 09/20/23

A1 02
5' - 0 3/4"
02 A1
A11

1280A
3' - 1 1/8"
0 W 1B G LV MECH

6' - 9"
A232
H MECH 1280 +HW
1 W 32 G
+HW

5' - 4 3/4"
6' - 5 1/2" 8' - 0"

4' - 3 1/4"
C1 TYP
A5 1260A
A511
3' - 4 1/4"
A555 03 STAIR A
1260 02

6' - 2"
3' - 4 1/4" D W
F11 TYP
A515

3' - 6 3/4"
TYP A1

3' - 3"
A1

6' - 4"
A511
0 W 1B G GENERAL NOTES
G A10 H1
REF 1204 A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.
D1 03
02 A301

MECH
DW
7' - 9"

+HW
W D
B8 TYP

3' - 2 1/4"
A514

6' - 10"
A1
3' - 7" 3' - 3"

H1 A30
1203

4' - 11"
03 02
D W
F

MECH
+HW
DW

3' - 6 3/4"
4' - 6"
A1
3' - 2 1/4"

C8 TYP
7' - 1 3/4"

A511 A10 H1
1206 03

4' - 5 1/4"
CORRIDOR

MECH
DW

+HW
02 1270
7' - 10"

W D

5' - 7"
E
3' - 6 3/4"

BUILDING 1 - LEVEL 2 - ZONE 1

3' - 3"

H1 A30 02
D W

7' - 3"
03 1205
MECH MECH
+HW +HW

16 FT
3' - 6 3/4"
A1

2' - 2"
3' - 2 1/4"

2' - 1 1/4"
A10 H1
5' - 6"

1208 03
DW
D

MECH
DW
2' - 5 3/4"

+HW
4' - 7"

02
A70

8
1207 H1 A201

7' - 11"

As0indicated
SCALE (U.N.O.)
SHEET TITLE
A1
H1
03
4' - 1 1/4"

W D 02

6' - 2"
D W
SHEET SPECIFIC NOTES
2' - 5"
5' - 7 1/2" 4' - 5 1/2"

3' - 6 3/4"
A1

3' - 3"
C
A10 H1
02
3' - 2 1/4"

1210
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

03
MECH
MECH

DW
+HW
+HW

8589 Stacy Rd., McKinney, TX, 75070

3' - 2 1/4"
DW

Jefferson McKinney Stacy

C8 TYP

6' - 10"
03 A30 A511
H1 1209
3' - 3"
3' - 6 3/4"

JPI Companies
B A1 02
D W

7' - 3"
7' - 8"

W D

JOB NAME

LOCATION
A1

3' - 6 3/4"
2' - 2"
H1
02 A10
2 W 58 G 6 KEY PLAN SEAL ISSUE DATE
1212 03
7' - 4"

09/20/23
MECH

TYP DW
+HW

F11 JOB. NO.

2' - 1 1/4"
9/20/2023 11:43:28 AM

A515 11836-03
A
A201 A1 DWG. NO.

S2
SEE A1 / A133

A1
BLDG 1 - LEVEL 2 - ZONE 1 A132
PROJECT NORTH 9/20/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

MECH
F1

+HW
A211

5' - 0"
SEE A1 / A132
K S2
2 W 43 G 6
S1

2' - 11" 5' - 0"

5' - 0 3/4"

7' - 2"
4' - 8 3/4"
© 2022 Lord Aeck Sargent
S2 LordAeckSargent.com
S1 Unless otherwise agreed to
in writing,this document is

5' - 10"

5' - 3"
A1 TYP TYP the sole property of Lord
J F8 Aeck Sargent and is to be
A511 A515 returned upon demand. The
information herein is

5' - 11"
confidential and may not be
used nor divulged without
the written permission of
A1 A1 Lord Aeck Sargent

OPEN
A211 2 W 43 G 6 S1 A211 REVISION:
S1
1 ASI 04 09/20/23
2 ASI 06 01/23/24
6' - 9"

6' - 8"
2 W 43 G 6 3 ASI 14 07/17/24

TYP 1 W 51 G 6
B5

5' - 5 1/4"
H A514 CORRIDOR
5' - 6"

1270

5' - 6 3/4"
S2 S2
MEP
1 W 51 G 6 1281

5' - 5"
5' - 6"

1 W 51 G 6
5' - 10"

6' - 0"
11' - 6" 19' - 9 1/2" 7' - 1 1/4"

15' - 3 3/8"
STORAGE S1

1270A
S1 1290 GENERAL NOTES
G

7' - 11 5/8"
1' - 0 1/2"
7' - 9 1/2"

A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.

A1 TYP 2 W 43 G 6 2 W 43 G 6
2 W 43 G 6
A511
MECH
+HW

A202
4' - 1 3/4" 3' - 6" 3' - 0"

DW A11

135
03
2 W 43 G 6 2 W 43 G 6
02

.00
A202

°
A70 9' - 2 3/4"

5'
1215

-0
A6
3' - 5 1/4"

3' - 6 3/4" 3' - 6 1/4"

3/
H1 SIM

4
F D5

"
H1 A1 7' - 8 1/2" 3' - 3" 3' - 8 5/8" 8' - 6 7/8" 12' - 0" 7' - 0" 3' - 5 3/4" 3' - 0"
02 A555

7'
-1
03 W D

0"
A40
3' - 11 1/4"2' - 9"

3' - 0"
02 03 02 02 01

5'
1218

-0
02

H1
3/
4"

4' - 9"
4'
-6
02

1/
4
H1 04

"
03 A30 B21

5' - 3"
1222 1224
9' - 10"

E
MECH
+HW

4' - 0 1/4"

BUILDING 1 - LEVEL 2 - ZONE 2

W
A40

D
DW
1220
02 30' - 0 1/4" 6' - 0" MECH
A70
4' - 2 3/4"

30' - 0"
05
+HW

W
1217

DW
TYP
D

B8
MECH
+HW

16 FT
6' - 2 1/4"

A514

13' - 8 3/4"
W

H1 A1

W
MECH

DW
2' - 9 3/4"

+HW

D
03 W D MEP

W
1284
8' - 2"

D 24" A1 A202
3' - 11 1/2"

1 W 32 G

48"
D
W D 02

8
1284A

A1
A1

3 1/2"

As0indicated
02 4' - 5 3/4"

SCALE (U.N.O.)
5' - 10 5/8"

MECH

SHEET TITLE
8' - 3 3/4" 1' - 4 3/4" 7' - 8 3/4"
+HW

8' - 0"
5' - 10" 5' - 11"
CORRIDOR
11' - 3 1/2"

SIM

1285A

1292A
1271 A1
1261A
A1

A1
MECH 7' - 0 3/4" A555

4' - 0"
SHEET SPECIFIC NOTES

A1
+HW LV STORAGE
48" 48" 1285 1292
02

MECH

4' - 6 1/4"
A1

+HW
02
18"

18"
STAIR B
48"

48"
C 60" 60" D W
DW

1261

18" 18"
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

13' - 8 1/2"

60"

60"
D

D
W

8589 Stacy Rd., McKinney, TX, 75070

30' - 0"

11' - 9"
60"

60"
MECH MECH

Jefferson McKinney Stacy

A6 A6
W

+HW +HW
DW

A211 18" 18" A211

05 0 W 1B G
4' - 0 1/2"

02
F11 TYP 48" 48"
0 W 1B G
18"

18"

A70 A70 C10

JPI Companies
60" 60"

5' - 9 1/4"
A515 1221 1223 D1 1225
B
A301
5' - 3"

B20
01
3' - 4"

JOB NAME

LOCATION
1219
04 03
H1

2' - 9 1/2"
02 03 02 02 03 02 02 02 04
H1

KEY PLAN SEAL ISSUE DATE

C1 TYP 07/17/24
01 02 02 TYP TYP
A511 F11 A8 JOB. NO.
A1 TYP
A515 A515 11836-03
7/17/2024 9:35:52 AM

A1 TYP D1 A514
A WINDOW AND BALCONY DOORS ALIGN WITH
F1 A511 LEVEL 01; SEE A1/A131 DWG. NO.
A202
A211

A1
BLG 1 - LEVEL 2 - ZONE 2 A133
PROJECT NORTH 07/17/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 A201 8 9 10 11 12 13 14 15
3' - 5 3/4" 2' - 11 1/2"
3' - 0" 10' - 6 1/2" 12' - 0" 11' - 11 1/4" 6' - 10 5/8"
3' - 5 3/4"
D8 3' - 6 3/4" MATERIAL KEYNOTES
F1
A211 02 02
01
01 02
02

5' - 4 1/2" 4' - 7 1/2"

H1
K

4' - 8 1/2"
04
04 B20 B20
1301 1302

9' - 3"

3' - 10 1/2"
05 © 2022 Lord Aeck Sargent
LordAeckSargent.com
05 Unless otherwise agreed to

DW
in writing,this document is

DW
the sole property of Lord
J Aeck Sargent and is to be

13' - 9"
returned upon demand. The

W
information herein is

13' - 9"
confidential and may not be

D
used nor divulged without
the written permission of

D
Lord Aeck Sargent
REVISION:
29' - 6 3/4" 9' - 5 3/4" 5' - 0 3/4" A1 02 1 ASI 04 09/20/23
02 A1
CORRIDOR

6' - 3 3/8"

3' - 1 1/8"
0 W 1B G MECH
1370
MECH +HW
+HW 6' - 5 1/2"

5' - 4 3/4"
H

4' - 8 3/4"

1360A
STAIR A
3' - 4 1/4" 1360
03 02
G1 REF

6' - 2"
3' - 4 3/8" D W
A301

3' - 6 3/4"
3' - 3"
6' - 4"
0 W 1B G H1
02 A10 GENERAL NOTES
G

6' - 10 1/8" 3' - 2 1/4"

1304 03
A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.

MECH
DW

7' - 9"

+HW
W D

3' - 7" 3' - 3"

H1
02
A30
1303 D W

9' - 4 7/8"
03

MECH
+HW
DW
F

3' - 6 3/4"
A1

3' - 2 1/4"
7' - 1 3/4"
H1
A10
02 1306
03

4' - 5 1/4"
MECH
DW

+HW
7' - 10"

W D

5' - 7"
A1
3' - 3"

E 02
H1

BUILDING 1 - LEVEL 3 - ZONE 1

A30 D W

7' - 3"
1305
03

MECH MECH
3' - 6 3/4"

+HW +HW
DW A1
8' - 8 1/4"

16 FT
3' - 6 3/4"
H1

2' - 2"
A10
1308
DW
03
02
2' - 5 3/4"

MECH
DW

+HW
4' - 7"

10' - 0 1/4"
A70
D 1307 H1 A201
4' - 1 1/4"

8
H1 A1

As0indicated
SCALE (U.N.O.)
SHEET TITLE
02
03 W D
2' - 5"

6' - 2"
D W

3' - 6 3/4"
A1 SHEET SPECIFIC NOTES

3' - 3"
02
H1
4' - 5 1/2"
5' - 7 1/2"

C
3' - 2 1/4"

A10
1310

3' - 2 1/4"
03

MECH
MECH

DW
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

+HW
+HW

DW
03

8589 Stacy Rd., McKinney, TX, 75070

6' - 10"
A30

Jefferson McKinney Stacy

1309
3' - 6 3/4"

H1
3' - 3"

02
A1
D W

JPI Companies
9' - 5"
B
W D
A1
15' - 0"

JOB NAME
02

LOCATION
H1
A10
1312

3' - 6 3/4"
3' - 2 1/4"

03
3' - 6 3/4"

KEY PLAN SEAL ISSUE DATE

MECH

DW
+HW

09/20/23

10' - 0 1/4"
MECH
+HW

JOB. NO.
DW
A201 A1
9/20/2023 11:43:32 AM

03 11836-03
A A30 DWG. NO.
H1 1311 02
3' - 3"

SEE A1 / A135

A1
BLDG 1 - LEVEL 3 - ZONE 1
F1
A211
A1
D W
A134
PROJECT NORTH 9/20/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

MECH
DW

+HW
MECH
+HW
DW SEE A1 / A134

A30 D W A10
1311 1314

W D
© 2022 Lord Aeck Sargent
LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord

MECH
J DW

+HW
Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
1' - 10" used nor divulged without
the written permission of
A1 A1 Lord Aeck Sargent
A211 A211 REVISION:
1 ASI 04 09/20/23
02 02 2 ASI 12 06/14/24
3 ASI 14 07/17/24

MECH

MECH
+HW

+HW
DW CORRIDOR DW
H 1370

H1 H1
B11 B11
1313 1316
03 03

A1 A1

W D D W
GENERAL NOTES
G 02 02
A. SEE A101 FOR FLOOR PLAN GENERAL NOTES.
MECH
+HW

A202
1' - 9 3/4"
DW A11
03
02 9' - 2 3/4"
A70 WINDOW AND BALCONY DOORS ALIGN A202
1315 WITH LEVEL 02; SEE A1 / A133
A6
F H1
H1 A1
02

03 W D
02 03 02 02 01
TYP
30' - 0 1/4" 6' - 0" A40 02 F8

H1
1318 A512

7' - 6"
02
H1 04
03 A30 B21
A1
1322 1324
E
MECH
+HW

BUILDING 1 - LEVEL 3 - ZONE 2

DW D A40
02 1320
MECH 05
A70 +HW
W
D
1317

DW
D

MECH
+HW

16 FT
W

H1 A1

W
MECH

DW
+HW
MEP

D
03 W D 1384

W
8' - 2"

D 24"
1 W 32 G A1 A202

48"
D
W D 02

8
1384A

A1
A1

3 1/2"

As0indicated
SCALE (U.N.O.)
MECH 2' - 11 3/4"

SHEET TITLE
02 1' - 4 3/4" 7' - 8 3/4"
6' - 0"

8' - 3 3/4" CORRIDOR +HW

5' - 10" 5' - 11"
1371

1391A

1392A
1361A
A1

A1
MECH

4' - 0"
SHEET SPECIFIC NOTES

A1
+HW STORAGE STORAGE
A11
A5
48" 48" 1391 1392
02 A8
A215
A215 02

MECH
A1

+HW
A215
18"

18"
48"

48"
C 60" 60" D W
DW

18" 18"
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

60"

60"
D

30' - 0"
D

D
W

8589 Stacy Rd., McKinney, TX, 75070

60"

A6 MECH MECH A6

Jefferson McKinney Stacy

+HW +HW
DW

A211 18" 18" A211

05
02
48" 48"
18"

18"

DW
A70 A70 C10

JPI Companies
60" 60" 0 W 1B G STAIR B
1321 1323 0 W 1B G 1325
B
1361

B20
01
3' - 4"

JOB NAME
1319

LOCATION
04 03
H1

H1
02 03 02 02 03 02 04
02 02 KEY PLAN SEAL ISSUE DATE
H1

07/17/24
01 02 02
3' - 7 1/4"

JOB. NO.
G1
WINDOW AND BALCONY DOORS ALIGN 11836-03
7/17/2024 9:37:36 AM

D1 A301
A WITH LEVEL 02; SEE A1 / A133
F1 DWG. NO.
A202
A211

A1
BLDG 1 - LEVEL 3 - ZONE 2 A135
PROJECT NORTH 07/17/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
75' - 1 1/4"
36' - 11 1/2" 38' - 1 3/4" MATERIAL KEYNOTES
15' - 0" 15' - 0"

15' - 0"
15' - 0"

1' - 6"
1/4" / 12"
K 1/4" / 12"
NOTE 4
NOTE 4

4' - 5 5/8"

34' - 8 3/8"
4' - 5 5/8"

© 2022 Lord Aeck Sargent

68' - 11 5/8"

10' - 10 5/8" LordAeckSargent.com

Unless otherwise agreed to

4' - 5 1/4"
9' - 2" 0"

in writing,this document is

3' - 8" 7' - 10" 12' - 1 3/8"

the sole property of Lord
J 3' - 10 5/8" Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be

1' - 1"
used nor divulged without

35' - 0 5/8"
14' - 1"

the written permission of

15' - 2"

1/4" / 12"
NOTE 4 Lord Aeck Sargent

4' - 5 5/8" REVISION:

6' - 4"
1 ASI 01 07/17/23
4' - 5 5/8"
10' - 0 1/4"

2 ASI 04 09/20/23
7' - 10"

3 ASI 05 10/30/23
1/4" / 12"
4 ASI 06 01/23/24

1' - 9"
NOTE 4

H -1/4" BELOW
10' - 4"

10' - 4"
1/4" / 12" 1/4" / 12"
ADJACENT SLAB
8' - 0" 50' - 0 1/2" 8' - 0"
14' - 8 3/4"

6' - 0"
10' - 0"

22' - 9 3/8"

4' - 3"
2 3/4" 15' - 8 3/4" 13' - 9 1/2" 14' - 9 1/4" 14' - 10 1/2" 2 3/4"
1' - 7" 2' - 6"

7' - 10"
6' - 0"

17' - 1 5/8"

209' - 3 5/8"
4' - 11"
G
9' - 0"

6' - 0"
1' - 5 1/2"

3' - 2"
23' - 0"
6' - 0"

10' - 0"
91' - 1 1/8"

91' - 1 1/8"
2' - 7 1/2"

3' - 10"
34' - 10 3/8"
10' - 0"

6' - 0"
4' - 8"

4' - 3"

6' - 4 1/4" 23' - 8 1/2"

6' - 0"

F
7' - 10"
7' - 0 3/4"
4' - 4"
296' - 6 3/4"

4' - 11"

GENERAL NOTES
NOTE 1
10' - 0"

11' - 0"

6' - 0"

BRICK LEDGE - 1.5" BELOW SLAB, U.N.O

22' - 8 5/8"
2' - 11"

4' - 2"

1/2" STEP IN SLAB AT PATIOS

11' - 9 1/2" 11' - 10 1/8"
10' - 4 3/8"

9' - 5 3/8"

1' - 10"
2' - 4 1/8"
A. SLAB PLAN SHOWS STRUCTURAL SLAB
3' - 9" 3' - 4 5/8"

3' - 5 3/8"

DIMENSIONS, SEE CIVIL, LANDSCAPE FOR SITE

E CONCRETE AND SPOT ELEVATIONS.
2 3/4"

B. BALCONY SLABS TO SLOPE AWAY FROM DOORS

6' - 0"

AT 2%.
C. REFER TO STRUCTURAL FOR STRUCTURAL
24' - 7 1/8"

SEE CIVIL
3' - 8"

DETAILS, ELEMENTS, CONCRETE RETAINING WALL

DESIGN, AND THICKNESS.
217' - 3 1/8"

10' - 10 1/4"

D. PROVIDE 07 26 16.VR UNDER ALL BUILDING

37' - 11 1/4"
13' - 0 3/8"
38' - 3 1/2"

SLABS.
11' - 0"

E. BRICK LEDGE DIMENSION LOCATED ON A511

6 1/8" NOTE 1 F. DIMENSION TAKEN FROM OUTSIDE OF BRICK
6' - 0"

32 FT
1' - 2 7/8" 4' - 1" 1' - 9 1/2"

LEDGE. INCLUDE BRICK LEDGE IN SLAB POUR.

BLDG 1 SLAB PLANS

3' - 0"
6' - 0"

7' - 5 1/2" 7"

3' - 8 1/2"

6' - 0"

13' - 7 1/4" 16' - 8 1/2" 2 3/4"

11" 6' - 1 3/8"

4' - 11 5/8"
3' - 4"

5' - 0"
1" / 12" 4' - 9 1/8"
D
9 1/2"

4' - 6 1/2"
9' - 0" 8' - 4 1/8"

6' - 0 1/2" 20' - 2 1/2"

225

16
135

.00

1' - 9 3/4" 62' - 8"

As0indicated
SCALE (U.N.O.)
.00

3' - 0 3/8"

SHEET TITLE
7' - 10" 29' - 2 1/4" 10' - 0" 5' - 0"
°

4' - 5 5/8"

1/4" / 12" 4' - 8 7/8"

5' - 0"5' - 0"

NOTE 5
1/4" / 12"
4' - 5 5/8" NOTE 4 225 1/4" / 12" 1/4" / 12"
.00 SHEET SPECIFIC NOTES
° NOTE 4 NOTE 4
18' - 0"

5' - 0"

135 4' - 5 5/8"

.00
° 1. DROP ELEVATION 1 1/2", SLOPE TO FLOOR DRAIN, 1/4" PER
33' - 10 3/4"

C FOOT, TYPICAL.
2. REFER TO STRUCTURAL AND CIVIL.
3. SLOPE GARAGE FLOOR TO MATCH INTERIOR FF AND
9' - 0"

EXTERIOR GRADE AT GARAGE DOOR OPENING.

Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

1/4" / 12"
NOTE 5 4. 3/4" DROP AT PATIO.
5. NO CHANGE IN ELEVATION AT PATIO AT ANSI UNIT.

8589 Stacy Rd., McKinney, TX, 75070

6. SLOPE NOT GREATER THAN 2% IN ANY DIRECTION.
67' - 0 3/4"

4' - 5 5/8" 5' - 4 1/4" 38' - 10 3/4" 7. POUR PATIO DURING FLATWORK PHASE OF WORK.

Jefferson McKinney Stacy

3' - 5 1/4"

NOTE 1
1' - 0"

8' - 2 3/4"
2' - 11 3/4"

JPI Companies
B
11' - 5 3/4"

33' - 2"
1" / 12"

1' - 11 5/8"
10' - 10"
9' - 4 1/2"

26' - 7"

1' - 0"
20' - 10 1/4"

JOB NAME
4' - 5 5/8"

LOCATION
10' - 6 3/8"
8' - 6 1/2"

6 1/8" 5 5/8"
10' - 6 3/8"

1/4" / 12" 1/4" / 12" 1/4" / 12"

5' - 0"
4' - 5 5/8"

1/4" / 12" NOTE 5 NOTE 4 NOTE 4

4' - 5 5/8"

NOTE 4 SEAL ISSUE DATE

NOTE 7 2' - 6 7/8"
01/23/24
5' - 0"
3' - 7 1/4"

3' - 4"
JOB. NO.
20' - 0" 5' - 0"
1/23/2024 11:18:27 AM

9' - 0" 18' - 0" 9' - 0" 9' - 7 7/8" 11836-03

A
38' - 2 1/4" 54' - 0 1/4" 8' - 1 3/4" 50' - 3" DWG. NO.

150' - 7 1/4"

A1
BLDG 1 - SLAB PLAN - LEVEL 01 A151
01/23/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES
04 20 00.EJ EXPANSION
JOINT FILLER

04 20 00.EJ A6 REF 04 20 00.EJ

04 20 00.EJ A233 04 20 00.EJ 04 20 00.EJ
04 20 00.EJ
04 20 00.EJ 04 20 00.EJ A7
A231
ROOF
BEARING
33' - 4" © 2024 Lord Aeck Sargent

10' - 0"
H1 02 03 H1 02 H1 H1 H1 H1 H1 02 05 04 LordAeckSargent.com
02 03 03 02 03 02 03 02 03 02 03 02
Unless otherwise agreed to
in writing,this document is
LEVEL 3 the sole property of Lord
J 23' - 4" Aeck Sargent and is to be

11' - 8"
returned upon demand. The
H1 02 H1 02 H1 02 H1 02 H1 02 02 05 04 information herein is
03 03 03 03 03
S1 S2 S1 S2 S1 confidential and may not be
LEVEL 2 used nor divulged without
the written permission of
11' - 8" Lord Aeck Sargent

11' - 8"
H1 02 02 05 04 REVISION:
03
S1 S1 S2 S1 S2 S1 S2 S1 S4 S1 BREEZEWAY 1183A 1 Addendum 01 02/03/23
LEVEL 1 2 ASI 01 07/17/23
3 ASI 19 10/04/24
0' - 0"
NOTE 3 NOTE 2 NOTE 1 NOTE 2 NOTE 4 NOTE 4 NOTE 2 NOTE 2 NOTE 1

H
RETAINING WALL

BUILDING 1 - SOUTH ELEVATION

ELEVATION MATERIAL LEGEND

G
BRICK
A6 REF A1 COLOR 01 - BROWN

A233 04 20 00.EJ A231

BRICK
04 20 00.EJ COLOR 02 - LIGHT GRAY

FIBER CEMENT
ROOF BOARD & BATTEN COLOR 01
BEARING
FIBER CEMENT
33' - 4" BOARD & BATTEN COLOR 02

10' - 0"
H1 02 02 H1
01 02 02 01
FIBER CEMENT
LEVEL 3 LAPSIDING COLOR 03
F 23' - 4"

11' - 8"
FIBER CEMENT
H1 02 02 H1
01 02 02 01 WOODTONE FINISH
LEVEL 2
11' - 8"

11' - 8"
H1 02 02 02 02 H1
01 01

LEVEL 1
04 20 00.EJ 0' - 0"

BUILDING 1 EXTERIOR ELEVATIONS

04 20 00.EJ

32 FT
BUILDING 1 - EAST ELEVATION
D8
D

16
As0indicated
SCALE (U.N.O.)
SHEET TITLE
A1 A1 04 20 00.EJ A6 04 20 00.EJ A1
A232 A233 A233 04 20 00.EJ A234
04 20 00.EJ 04 20 00.EJ SHEET SPECIFIC NOTES
04 20 00.EJ 04 20 00.EJ 04 20 00.EJ
04 20 00.EJ 04 20 00.EJ 04 20 00.EJ
1. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.
C 2. MOUNT 7' - 6" ABOVE FFE TO CENTER OF WALL SCONCE,
ROOF TYPICAL AT ALL GROUND LEVELS. EXTERIOR WALL SCONCE -
BEARING 700WSBMT17B-LED930: NIGHTSHADE BLACK
33' - 4" 3. BUILDING ENTRANCE SIGNAGE LOCATION. PROVIDE
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

10' - 0"
04
05 02 02 H1 03 02 H1 03 02 H1 03 02 03 H1 02 03 H1 02 02 H1 03 02 02 H1 03 02 02 H1 03 02 02 05 04 BLOCKING. BASE OF SIGNAGE MOUNTED AT 48".
4. MOUNT 8' - 0" ABOVE FFE TO CENTER OF FIXTURE. EXTERIOR
LEVEL 3 FLOOD LIGHT - SUPERIOR LIGHTING LEDTFX-2.

8589 Stacy Rd., McKinney, TX, 75070

3' - 8"
23' - 4"

Jefferson McKinney Stacy

11' - 8"
04 02 H1 02 H1 02 H1 02 H1 02 02 H1 02 02 H1 02 02 04
05 02 03 03 03 03 03 03 05
S2 S1 S1 S2 S1
LEVEL 2
11' - 8"

11' - 8"

JPI Companies
04 05 02 02 H1 02 H1 02 02 H1 02 02 04
B 03 03 03 05
RETAINING WALL BREEZEWAY S1 S3 S1 S2 S1 S2 S1 S2
LEVEL 1
1160B
0' - 0"
1190C

JOB NAME
1185A

LOCATION
NOTE 2 NOTE 1 NOTE 2 NOTE 2 NOTE 1 NOTE 2
NOTE 2 NOTE 3 NOTE 3 NOTE 2 NOTE 2 1172B

NOTE 3
KEY PLAN SEAL ISSUE DATE

D8 10/04/2024
A1 JOB. NO.
H1
10/7/2024 12:06:37 PM

11836-03
A DWG. NO.

A1
BUILDING 1 - NORTH ELEVATION A201
PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION
JOINT FILLER

© 2022 Lord Aeck Sargent

LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
used nor divulged without
the written permission of
Lord Aeck Sargent
REVISION:
1 ASI 01 xx/xx/xx

ELEVATION MATERIAL LEGEND

G REF A1 REF
A6 REF A1 04 20 00.EJ BRICK
A233 A233 A234 COLOR 01 - BROWN
04 20 00.EJ 04 20 00.EJ 04 20 00.EJ 04 20 00.EJ 04 20 00.EJ
04 20 00.EJ BRICK
COLOR 02 - LIGHT GRAY

ROOF FIBER CEMENT

BEARING BOARD & BATTEN COLOR 01
33' - 4"

10' - 0"
H1 02 02 H1 02 02
FIBER CEMENT
01 02 03 02 02 H1 03 02 H1 04
BOARD & BATTEN COLOR 02
LEVEL 3
FIBER CEMENT
23' - 4" LAPSIDING COLOR 03
F

11' - 8"
H1 02 02 02 H1 02 02 02 02 02
01 03 H1 03 H1 04 FIBER CEMENT
WOODTONE FINISH
LEVEL 2
11' - 8"

11' - 8"
H1 02 02 02 H1 02 02 02 02 02
01 03 H1 03 H1 04

LEVEL 1
0' - 0"
1161B NOTE 2
NOTE 2 NOTE 1

BUILDING 1 EXTERIOR ELEVATIONS

32 FT
BUILDING 1 - WEST ELEVATION
D1
D

16
As indicated
SCALE (U.N.O.)
SHEET TITLE
A1 REF
A1 REF

0
A232
A232

A6 SHEET SPECIFIC NOTES

04 20 00.EJ 04 20 00.EJ A235
1. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.
C 2. MOUNT 7' - 6" ABOVE FFE TO CENTER OF WALL SCONCE,
ROOF ROOF ROOF TYPICAL AT ALL GROUND LEVELS. EXTERIOR WALL SCONCE -
BEARING BEARING BEARING 700WSBMT17B-LED930: NIGHTSHADE BLACK
33' - 4" 33' - 4" 33' - 4" 3. BUILDING ENTRANCE SIGNAGE LOCATION. PROVIDE
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

10' - 0"

10' - 0"
01 02 02 02 05 04 H1 02 02 03
H1 02 03 H1 02 02 H1 BLOCKING. BASE OF SIGNAGE MOUNTED AT 48".
01

LEVEL 3 LEVEL 3 LEVEL 3

8589 Stacy Rd., McKinney, TX, 75070

23' - 4" 23' - 4" 23' - 4"

Jefferson McKinney Stacy

11' - 8"

11' - 8"
02 02 H1 H1 02 02 02
01 02 05 04 01 02 02 03 03 H1 H1

LEVEL 2 LEVEL 2 LEVEL 2

11' - 8" 11' - 8" 11' - 8"
11' - 8"

11' - 8"

JPI Companies
02 02 05 H1 02 02 H1 02 H1 02 02 H1
B 01 04 01 03 03
LEVEL 1 LEVEL 1 LEVEL 1
0' - 0" 0' - 0" 0' - 0"

JOB NAME

LOCATION
04 20 00.EJ 04 20 00.EJ
04 20 00.EJ

KEY PLAN SEAL ISSUE DATE

05/10/2023
A6 JOB. NO.
A11
11836-03
7/14/2023 3:29:05 PM

A1
A D1
DWG. NO.

A1
BUILDING 1 - SOUTH ELEVATION
A6
BUILDING 1 - EAST ELEVATION
A11
BUILDING 1 - SE ELEVATION A202
PROJECT NORTH 7/17/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

© 2022 Lord Aeck Sargent

LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
ROOF
returned upon demand. The
BEARING information herein is
33' - 4" confidential and may not be

10' - 0"
RESIDENTIAL
used nor divulged without
RESIDENTIAL the written permission of
Lord Aeck Sargent
LEVEL 3
REVISION:
23' - 4"

11' - 8"
1 Addendum 01 02/03/23

STAIR
RESIDENTIAL AMENITY/ LEASING RESIDENTIAL
RESIDENTIAL
LEVEL 2
11' - 8"

11' - 8"
H RESIDENTIAL RESIDENTIAL COR. AMENITY/ LEASING

LEVEL 1
0' - 0"

GENERAL NOTES
G

BUILDING 1 - E/W SECTION

BUILDING 1 SECTIONS

32 FT
D
ROOF ROOF
BEARING BEARING

16
33' - 4" 33' - 4"
10' - 0"

10' - 0"

0 = 1'-0"
SCALE (U.N.O.)
RESIDENTIAL COR. RESIDENTIAL

SHEET TITLE
LEVEL 3 LEVEL 3

1/16"
23' - 4" 23' - 4"
11' - 8"

11' - 8"
STAIR
RESIDENTIAL
RESIDENTIAL
AMENITY/ LEASING COR. AMENITY/ LEASING
LEVEL 2 LEVEL 2 SHEET SPECIFIC NOTES
11' - 8" 11' - 8"
11' - 8"

11' - 8"
C AMENITY/ LEASING

LEVEL 1 LEVEL 1
0' - 0" 0' - 0"
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

8411 Stacy Rd., McKinney, TX, 75070

Jefferson McKinney Stacy
JPI Companies
B

JOB NAME

LOCATION
KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
A1
5/10/2023 11:48:00 AM

11836-03
A6
A F1 DWG. NO.

A1
BUILDING 1 - N/S SECTION 1
A6
BUILDING 1 - N/S SECTION 2 A211
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES
07 71 23 GUTTERS AND DOWNSPOUTS

E11
K A221

A11
A221

5183A
© 2024 Lord Aeck Sargent
LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
used nor divulged without
the written permission of
Lord Aeck Sargent
A1 TYP REVISION:

A511 1 ASI 04 09/20/23

2 ASI 23 11/08/24
3 ASI 25 01/10/25

BLDG 5 FSRR PLAN

H11

EXTEND WALLS GENERAL NOTES

END WALL AT
G TO CLEAR FIRE
BASE OF
SUPRESSION
BUMPOUT
PIPES

LEVEL 2
H8 TYP 11' - 8"

A511

ENLARGED PLANS, ELEVATIONS & WALL

LEVEL 1
0' - 0"

BLDG 5 SECTION
E11

8 FT
SLOPE TO E11
MATCH T.O.
A541
ROOF TO
EXTERIOR RISER
ROOM WALL
D LEVEL 2
11' - 8"

SECTIONS
07 71 23 SLOPE

4
SCALE (U.N.O.)
A11

0 = 1'-0"
SHEET TITLE
A541

1/4"
10' - 0 1/4"
SHEET SPECIFIC NOTES

C
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

LEVEL 1

8589 Stacy Rd., McKinney, TX, 75070

TYP 0' - 0"
A11

Jefferson McKinney Stacy

A511

JPI Companies
B
BUILDING 5 SECTION
A11

JOB NAME

LOCATION
KEY PLAN SEAL ISSUE DATE

12/20/2024
JOB. NO.

11836-03
1/10/2025 4:31:44 PM

A DWG. NO.

A221
PROJECT NORTH 01/10/2025
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

07 21 26.BI BLOWN INSULATION

07 46 46.S FIBER CEMENT SOFFIT
K 07 46 46.T TRIM
07 50 00.ICS INSULATION BOARD CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
07 71 23.D DOWNSPOUT
09 21 16.EGS EXTERIOR GYPSUM SOFFIT BOARD
© 2022 Lord Aeck Sargent
LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
A4 confidential and may not be
used nor divulged without
A231 the written permission of
Lord Aeck Sargent
REVISION:

H1
NOTE 7 3' - 0" A551
07 71 12.C
H 07 50 00.SPM
A9 TYP
A12 J11
A231 TYP
A231 J11 A514
07 46 46.T A514
07 46 46.S WOODTONE
07 71 12.S
07 50 00.ICS

8' - 0"
07 50 00.ICS 07 50 00.ICS

7' - 0"
07 71 23.CH
07 21 26.BI

6' - 0"

6' - 0"
07 21 26.BI
HOR JOINT

07 21 26.BI A6 REF
A6
3' - 8"

A524 3' - 6 1/8" A524

3' - 0" 3' - 6 1/8"
ROOF ROOF ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING BEARING BEARING
33' - 4" 33' - 4" 33' - 4" 33' - 4" 33' - 4"
07 46 46.T
07 46 46.S BRICK
07 46 46.S COLOR 01 - BROWN
NOTE 2 TYP
B11
HOR JOINT

A514
2' - 0"
HORIZONTAL JOINT

07 71 23.D BRICK
10' - 0"

10' - 0"

10' - 0"
6' - 0"
03 COLOR 02 - LIGHT GRAY
01
8' - 0"

H1 H1 TYP
A1
NOTE 4
A521 FIBER CEMENT
BOARD & BATTEN COLOR 01
F

2' - 0"
LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4" 23' - 4"
HOR JOINT

BOARD & BATTEN COLOR 02

3' - 8"

5' - 0"

ENLARGED ELEVATIONS & WALL SECTIONS

NOTE 1
5' - 0"
07 46 46.S NOTE 9 FIBER CEMENT
LAPSIDING COLOR 03
B8 TYP
11' - 8"

11' - 8"

11' - 8"
A514
HORIZONTAL JOINT

01
03 FIBER CEMENT

6' - 0"
E H1
A8 TYP WOODTONE FINISH
8' - 0"

H1 A514
A1 TYP
A521

2' - 0"

8 FT
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
11' - 8" 11' - 8" 11' - 8" 11' - 8" 11' - 8"

NOTE 5 07 46 46.S A10

D A5
A551
D8 TYP A551

4
A514
11' - 8"

11' - 8"

11' - 8"
09 21 16.EGS

9' - 11 3/4"

As indicated
SCALE (U.N.O.)
01

SHEET TITLE
BREEZEWAY
09 21 16.EGS
H1

0
A10 TYP
A522
SHEET SPECIFIC NOTES
5' - 0"
1/4" / 12" 1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
SEE STRUCTURAL DOORS.
FOR BEAM SIZES 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
REQUIRED BY STRUCTURAL DRAWINGS.
8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
BALCONIES.
9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:12 AM

11836-03
A DWG. NO.

A1
BUILDING 1 - ENLARGED ELEVATION - EAST CORNER
A4
WALL SECTION AT BALCONY
A7
BUILDING 1 - ENLARGED
ELEVATION - SOUTH BREEZEWAY A9
WALL SECTION AT BREEZEWAY
A12
WALL SECTION A231
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

07 21 26.BI BLOWN INSULATION
K 07 46 46.S FIBER CEMENT SOFFIT
07 46 46.TB BATTEN TRIM
07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 62 00.SF SHEET METAL FLASHING
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
© 2022 Lord Aeck Sargent
07 71 23.D DOWNSPOUT LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
used nor divulged without
the written permission of
Lord Aeck Sargent
REVISION:
A6 A9 A11
A232 A232 A232
07 46 46.TB
H1 REF
NOTE 10 NOTE 7 3' - 0" H1 REF NOTE 7 3' - 0" H1 REF
NOTE 7 3' - 0"
07 71 12.C A551
H A551 A551

07 50 00.SPM
07 62 00.SF NOTE 10 07 50 00.SPM 07 50 00.SPM
07 46 46.S WOODTONE
07 46 46.S WOODTONE 07 46 46.S
07 50 00.ICS WOODTONE
07 50 00.ICS
7' - 0"

7' - 0"

7' - 0"
07 50 00.ICS
07 71 12.S 07 21 26.BI

HOR JOINT
HOR JOINT
3' - 8"
07 71 23.CH REF 07 21 26.BI 07 21 26.BI

2' - 0"
A6
3' - 0"
A524 ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING
33' - 4" 33' - 4" 33' - 4"
BRICK
07 46 46.S COLOR 01 - BROWN

05 TYP 02
HORIZONTAL JOINT

D11
04 BRICK
10' - 0"

10' - 0"

10' - 0"
A514 COLOR 02 - LIGHT GRAY
07 71 23.D
8' - 0"

NOTE 4 F11 TYP

FIBER CEMENT
F11 TYP A514 BOARD & BATTEN COLOR 01
F
A514
LEVEL 3 LEVEL 3 LEVEL 3
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4"
HOR JOINT

BOARD & BATTEN COLOR 02

3' - 8"

ENLARGED ELEVATIONS & WALL SECTIONS

NOTE 8
D8 TYP
FIBER CEMENT
A514
LAPSIDING COLOR 03
D8 TYP
05 02
11' - 8"

11' - 8"

11' - 8"
A514
HORIZONTAL JOINT

04
TYP FIBER CEMENT
E A8
WOODTONE FINISH
8' - 0"

A514 TYP
A8
A514
07 50 00.SPM
07 50 00.SPM
3' - 0"
07 50 00.SPM

8 FT
8"

LEVEL 2 LEVEL 2 LEVEL 2

11' - 8" E5 11' - 8" 11' - 8"
E5 REF
10" 1' - 10"

A551
H10 TYP A551
A1 07 46 46.S WOODTONE
3/4" 07 46 46.S WOODTONE
A555
D A521 BRICK RECESS 3/4"
TYP BRICK RECESS
D8 TYP E8

4
05 02
A514 A511
11' - 8"

11' - 8"

11' - 8"
E8 TYP

As indicated
TYP

SCALE (U.N.O.)
04 A8
6' - 0"

SHEET TITLE
6' - 4"
A511
A511
A8 TYP

0
3/4" A511
A8 TYP BRICK RECESS SHEET SPECIFIC NOTES
TYP A11 TYP
A11
2' - 0"

A514

1' - 8"
1/4" / 12" A511 A511 1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN

1 1/2"

1 1/2"
LEVEL 1 LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
07 46 46.TB DOORS.
04 20 00.EJ
3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

BRICK SOLDIER COURSE 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

HEADER AT WINDOWS 5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
IN MASONRY WALL, TYP NOTE 6 NOTE 6 FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:15 AM

11836-03
A DWG. NO.

A1
BUILDING 1 - ENLARGED ELEVATION - NORTHEAST CORNER
A6
WALL SECTION AT BALCONY
A9
WALL SECTION
A11
WALL SECTION A232
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

07 21 26.BI BLOWN INSULATION
K 07 46 46.T TRIM
07 46 46.TB BATTEN TRIM
07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 62 00.SF SHEET METAL FLASHING
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
© 2022 Lord Aeck Sargent
07 71 23.D DOWNSPOUT LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
A4 used nor divulged without
A11 the written permission of
A233 Lord Aeck Sargent
A233
REVISION:

07 71 12.C
07 71 12.C
H ROWLOCK
J11 TYP
COURSE
07 71 12.C 07 71 12.C
SOLDIER A514
H11 TYP COURSE 07 50 00.SPM

A512 07 46 46.TB NOTE 7

F11 TYP

4' - 10"
07 62 00.SF

6' - 10"
07 46 46.T ROWLOCK COURSE
A511
07 71 12.S SOLDIER COURSE 07 71 12.S 07 50 00.ICS

5' - 0"
2' - 0" 8"

07 71 23.CH 07 71 23.CH E10

2' - 0"
A551
ROOF ROOF ROOF ROOF
TYP
ELEVATION MATERIAL LEGEND

8"
G BEARING D8 BEARING BEARING BEARING
33' - 4" A512 33' - 4" 07 62 00.SF 33' - 4" STEEL ANGLE; 33' - 4"
04 20 00.EJ SEE STRUCT. 07 21 26.BI BRICK
COLOR 01 - BROWN

D8 TYP
07 71 23.D

8' - 0"

8' - 0"
07 71 23.D
03 A514 BRICK
10' - 0"

10' - 0"

10' - 0"
02
A8 TYP COLOR 02 - LIGHT GRAY
NOTE 4 NOTE 4 A8 TYP
A514
A511
FIBER CEMENT
BOARD & BATTEN COLOR 01
F F11 TYP

2' - 0"
A514
LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3
FIBER CEMENT

5' - 8"
23' - 4" 23' - 4" 23' - 4" 23' - 4"
07 46 46.T TYP BOARD & BATTEN COLOR 02
TYP D8
D11

ENLARGED ELEVATIONS & WALL SECTIONS

A514 3/4"
A514
MASONRY RECESS
FIBER CEMENT
07 46 46.TB LAPSIDING COLOR 03
E4 Ref
Ref
D5
11' - 8"

11' - 8"

11' - 8"
03 A511
A514 FIBER CEMENT
E WOODTONE FINISH

8' - 0"
A8 TYP
S1
A514 NOTE 13 Ref
A5
A514 A5 Ref
A511

8 FT
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
11' - 8" 11' - 8" NOTE 12 11' - 8" 11' - 8"
04 20 00.EJ 3/4"

3' - 8"
MASONRY RECESS

D
NOTE 12

4
E8 TYP
1160B
11' - 8"

11' - 8"

11' - 8"
A511

As indicated
SCALE (U.N.O.)
ROWLOCK

6' - 0"

SHEET TITLE
COURSE
5' - 0"
1190C

0
A10 TYP
A522 SHEET SPECIFIC NOTES
2' - 0"

2' - 0"
1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
1 1/2"

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1

C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
TYP TYP Ref SEE STRUCTURAL FOR DOORS.
SEE LANDSCAPE G1 A11 E9 BEAM SIZES
3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

ROWLOCK
A511 A515 COURSE A503 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.
5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

BRICK 6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

LEDGE 7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
REQUIRED BY STRUCTURAL DRAWINGS.
8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
BALCONIES.
9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:18 AM

11836-03
A DWG. NO.

A1
BUILDING 1 - ENLARGED ELEVATION - NORTH STAIR INLET
A4
WALL SECTION
A6
BUILDING 1 - ENLARGED ELEVATION - LOBBY ENTRY
A11
WALL SECTION A233
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.CJ CONTROL JOINT FILLER

07 21 26.BI BLOWN INSULATION
K 07 46 46.S FIBER CEMENT SOFFIT
07 46 46.TB BATTEN TRIM
07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
07 71 23.D DOWNSPOUT
© 2022 Lord Aeck Sargent
LordAeckSargent.com
Unless otherwise agreed to
in writing,this document is
the sole property of Lord
J Aeck Sargent and is to be
returned upon demand. The
information herein is
confidential and may not be
used nor divulged without
the written permission of
Lord Aeck Sargent
REVISION:

A9 A7 A1 A3
A11
A234 A234 A235 A235
07 71 12.C A234
H 07 71 12.S J11 TYP J11 TYP
04 20 00.CJ 04 20 00.CJ
07 71 23.CH 07 71 12.C J11 TYP
07 46 46.TB A514 A514
07 71 23.D 07 50 00.SPM
A514

A1 TYP NOTE 7 ROWLOCK 07 50 00.ICS

A541 COURSE ROWLOCK COURSE

6' - 10"

6' - 10"
TYP

6' - 0"
F11 SOLDIER COURSE
07 71 12.S
A511

2' - 4 5/8"
2' - 4 5/8"
07 21 26.BI
07 71 23.CH SOLDIER
ROOF ROOF ROOF
ELEVATION MATERIAL LEGEND

1' - 0 5/8"
COURSE ROOF
G BEARING 07 71 23.D BEARING BEARING
BEARING

COURSING RESUMES AT LEVEL

33' - 4" 33' - 4" 33' - 4"
07 46 46.TB 33' - 4" STEEL ANGLE;
07 50 00.ICS 3' - 0" A6 REF BRICK
SEE STRUCT.

B.O. STEEL
COLOR 01 - BROWN
STEEL ANGLE; A524
SEE STRUCTURAL 07 21 26.BI

8"
04

12' - 0"
02

8' - 8"
03 BRICK

10' - 0"
02 COLOR 02 - LIGHT GRAY

FIBER CEMENT
BOARD & BATTEN COLOR 01
F

2' - 0"
LEVEL 3 LEVEL 3 LEVEL 3
LEVEL 3 FIBER CEMENT
23' - 4" 23' - 4" 23' - 4"
23' - 4" BOARD & BATTEN COLOR 02
07 46 46.S

ENLARGED ELEVATIONS & WALL SECTIONS

3' - 8"
COURSING RESUMES AT LEVEL
3/4" MASONRY D8 TYP
RECESS
NOTE 9 A514 FIBER CEMENT
LAPSIDING COLOR 03

02 04

11' - 8"

11' - 8"
03 A8 TYP
02 FIBER CEMENT
E A514

6' - 0"
WOODTONE FINISH
H1

F1 TYP

2' - 0"
A511

8 FT
LEVEL 2 LEVEL 2 LEVEL 2
LEVEL 2
11' - 8" 11' - 8" 11' - 8"
11' - 8"

3' - 8"
A1 TYP
3/4" MASONRY
D E11 TYP RECESS A521

A511

9' - 8"

4
E8 TYP
02 04

11' - 8"
A511

As indicated
03

SCALE (U.N.O.)
ROWLOCK COURSE
02

SHEET TITLE
5' - 0"
TYP

6' - 0"
A8
H1

2' - 0"

0
A11 TYP A511
NOTE 11 A11 TYP
A511
A514 SHEET SPECIFIC NOTES

2' - 0"
A11 TYP
1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
LEVEL 1 LEVEL 1 LEVEL 1
C A511 LEVEL 1 WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
0' - 0"

1 1/2"
DOORS.
TYP 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

NOTE 6

1 1/2"
A11 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.
NOTE 4 A511 BRICK LEDGE NOTE 6 5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
SEE STRUCTURAL
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

FOR BEAM SIZE
04 20 00.CJ 6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:22 AM

11836-03
A DWG. NO.

A1
BUILDING 1 - ENLARGED ELEVATION - BRICK AREA (NORTH)
A7
WALL SECTION
A9
WALL SECTION
A11
WALL SECTION AT BALCONY A234
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

07 21 26.BI BLOWN INSULATION

07 46 46.T TRIM
K 07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING

H H8 TYP H8 TYP
07 50 00.SPM A511 07 50 00.SPM A511
A11
SOLDIER SOLDIER A235
NOTE 7 COURSE NOTE 7 H11 TYP
COURSE
07 50 00.ICS 07 50 00.ICS 07 71 12.C A512
07 46 46.T
07 50 00.SPM
6' - 10"

6' - 10"
07 21 26.BI 07 21 26.BI
B.O. STEEL

E6 07 21 26.BI

3' - 5 5/8"
STEEL ANGLE;

3' - 4"
A551 SEE STRUCTURAL A6 REF
8"

3' - 0"
ROOF ROOF ROOF A524 ROOF
BEARING BEARING BEARING BEARING
ELEVATION MATERIAL LEGEND
G
33' - 4" D6 33' - 4" 33' - 4" 33' - 4"
2' - 0"

3' - 0"
A524 BRICK
STEEL ANGLE; TYP COLOR 01 - BROWN
A8
SEE
D8 TYP
STRUCTURAL A512
E8 TYP
A514
02 02 BRICK
6' - 0"

10' - 0"

10' - 0"
A511 TYP
A8 TYP A8 COLOR 02 - LIGHT GRAY

A8 TYP A514 H1 H1 A512

A511 FIBER CEMENT

BOARD & BATTEN COLOR 01
F
2' - 0"

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

NOTE 8
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02
3' - 8"

ENLARGED ELEVATIONS & WALL SECTIONS

07 46 46.T NOTE 9 FIBER CEMENT
NOTE 9
LAPSIDING COLOR 03
3/4"
MASONRY RECESS
11' - 8"

11' - 8"

11' - 8"
02 02
TYP FIBER CEMENT
6' - 0"

A1
E WOODTONE FINISH
A521
H1 H1
2' - 0"

NOTE 9

8 FT
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
NOTE 8

3/4" 11' - 8" 11' - 8" 11' - 8" 11' - 8"

MASONRY RECESS
3' - 8"

A1 TYP
D A521

4
11' - 8"

11' - 8"

As indicated
02 02

SCALE (U.N.O.)
6' - 0"

SHEET TITLE
A11 TYP

H1 H1 A512

0
A11 TYP
A511 SHEET SPECIFIC NOTES
2' - 0"

1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
1 1/2"

DOORS.
3/4" 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

MASONRY RECESS NOTE 2

4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.
5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:25 AM

11836-03
A DWG. NO.

A1
WALL SECTION
A3
WALL SECTION AT BALCONY
A6
BLDG 1 - ENLARGED ELEVATION - INNER BALCONY CORNER
A11
WALL SECTION AT BALCONY A235
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

A9 A11
A6 A236 A236 REF
H1
NOTE 7 3' - 0" H1 REF
07 71 12.C A236 NOTE 7 3' - 0"
NOTE 7 3' - 0" H1 REF A551
A551
NOTE 10 A551
H

07 50 00.SPM 07 50 00.SPM
07 46 46.TB 07 46 46.S WOODTONE 07 50 00.SPM
07 50 00.ICS 07 46 46.S WOODTONE
07 21 26.BI 07 46 46.S WOODTONE

7' - 0"
07 50 00.ICS
REF 07 50 00.ICS

HOR JOINT
A6
07 46 46.S

3' - 8"
A524 07 21 26.BI
ROOF ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING BEARING
33' - 4" 33' - 4" 33' - 4" 33' - 4"
07 62 00.SF

2"
BRICK
3' - 0"
COLOR 01 - BROWN

HOR JOINT
2' - 0"
HORIZONTAL JOINT
TYP
03 D11 02 02 BRICK

10' - 0"

10' - 0"
COLOR 02 - LIGHT GRAY
A514

8' - 0"
H1

F11 TYP F11 TYP FIBER CEMENT

BOARD & BATTEN COLOR 01
F A514 A514

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

NOTE 8
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4"

HOR JOINT
BOARD & BATTEN COLOR 02

3' - 8"

ENLARGED ELEVATIONS & WALL SECTIONS

5' - 0"
FIBER CEMENT
LAPSIDING COLOR 03
D8 TYP B11 TYP

11' - 8"

11' - 8"
HORIZONTAL JOINT

03 02 02 A514 A514
FIBER CEMENT
E WOODTONE FINISH
8' - 0"

H1
A8 TYP
A514

8 FT
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
11' - 8" 11' - 8" 11' - 8" 11' - 8"
HOR JOINT
3' - 8"

A1 TYP
A521
D

4
NOTE 10
11' - 8"

11' - 8"
HORIZONTAL JOINT

As indicated
02 02

SCALE (U.N.O.)
SHEET TITLE
8' - 0"

0
07 50 00.SPM
3' - 0" 07 50 00.SPM
REF
3' - 0" E5 REF SHEET SPECIFIC NOTES
E5
A551 A551
1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1
8"

C WITH BALCONY DOOR HEADS.

0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
DOORS.
10" 1' - 10"

3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.

Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

3/4" 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

MASONRY RECESS 5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

E11 TYP
TYP 6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.
E8

Jefferson McKinney Stacy

D8 TYP A511 7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
11' - 8"

11' - 8"
02 02 A511 REQUIRED BY STRUCTURAL DRAWINGS.
03

10' - 8"
A514 8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
6' - 0"

BALCONIES.
A8 TYP 9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
H1 BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
A511
B A11 TYP BATTING ONLY.
A11 TYP 10. ALIGN JOINTS WITH BATTENS, TYPICAL.
A511 11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
A511
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.
2' - 0"

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
LEVEL 0 LEVEL 0 LEVEL 0 LEVEL 0 COURSING WITH FLOOR LEVELS, TYPICAL.
-11' - 8" -11' - 8" -11' - 8" -11' - 8"
1 1/2"

1 1/2"
KEY PLAN SEAL ISSUE DATE

1 1/2"
BRICK LEDGE 05/10/2023
NOTE 6 NOTE 6 JOB. NO.
04 20 00.EJ
5/10/2023 11:48:28 AM

11836-03
A DWG. NO.

A1
BUILDING 2 AND 4 - ENLARGED ELEVATION - SE CORNER
A6
WALL SECTION AT BALCONY
A9
WALL SECTION
A11
WALL SECTION A236
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

07 71 12.C
J11 TYP
J11 TYP J11 TYP
A514
07 71 12.S A514 A514

07 50 00.ICS

4' - 0"
07 50 00.SPM 07 21 26.BI
07 71 23.CH 3' - 0"
ROOF 07 50 00.ICS ROOF ROOF 07 50 00.SPM ROOF
07 71 23.D BEARING BEARING BEARING BEARING
ELEVATION MATERIAL LEGEND
G 07 21 26.BI
33' - 4" 33' - 4" 33' - 4" TYP 33' - 4"
B11 TYP D8
D8 TYP BRICK
07 46 46.TB A514 A514 COLOR 01 - BROWN
A514

02
BRICK
10' - 0"

10' - 0"
A8 TYP COLOR 02 - LIGHT GRAY
ROWLOCK
COURSE A514 F11 TYP
H1
F11 TYP A511
SOLDIER FIBER CEMENT
COURSE A511 BOARD & BATTEN COLOR 01
F ROWLOCK COURSE
ROWLOCK SOLDIER COURSE
LEVEL 3 COURSE LEVEL 3 LEVEL 3 LEVEL 3
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02

2' - 2"

ENLARGED ELEVATIONS & WALL SECTIONS

07 46 46.S
SOLDIER NOTE 9 STEEL ANGLE;
FIBER CEMENT
07 46 46.TB COURSE SEE STRUCT.
LAPSIDING COLOR 03
LOOSE 5' - 0"

B.O. STEEL
11' - 8"

11' - 8"

LINTEL;

7' - 4"
02

10' - 8"
SEE
FIBER CEMENT
E STRUCT.
WOODTONE FINISH
D8 TYP
H1
A514

2' - 0"
A8 TYP

8 FT
LEVEL 2 A511 LEVEL 2 LEVEL 2 LEVEL 2

NOTE 8
11' - 8" 11' - 8" 11' - 8" 11' - 8"

3' - 8"
A1 TYP
3/4"
MASONRY RECESS A521
NOTE 2 NOTE 9
D

4
E8 TYP
02
11' - 8"

11' - 8"

As indicated
A511

SCALE (U.N.O.)
6' - 0"

SHEET TITLE
H1 TYP E11 TYP

0
A8
A511 A511
SHEET SPECIFIC NOTES
2' - 0"

F1 TYP
1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
LEVEL 1 A511 LEVEL 1 LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
DOORS.
3' - 8"

3/4" 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.

Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

NOTE 1 MASONRY RECESS 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

9' - 8"

Jefferson McKinney Stacy

7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
02
11' - 8"

11' - 8"

REQUIRED BY STRUCTURAL DRAWINGS.

8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
6' - 0"

BALCONIES.
9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
H1 A11 TYP
BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
A11 TYP
B NOTE 11 A511 BATTING ONLY.
A511 10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.
2' - 0"

2' - 0"

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
LEVEL 0 LEVEL 0 LEVEL 0 LEVEL 0 COURSING WITH FLOOR LEVELS, TYPICAL.
-11' - 8" -11' - 8" -11' - 8" -11' - 8"
1 1/2"
1 1/2"

KEY PLAN SEAL ISSUE DATE

BRICK LEDGE
05/10/2023
JOB. NO.
04 20 00.EJ
5/10/2023 11:48:31 AM

11836-03
A DWG. NO.

A1
BUILDING 2 AND 4 - ENLARGED ELEVATION - EAST
A5
WALL SECTION
A8
WALL SECTION
A11
WALL SECTION AT BALCONY A237
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

A6 A4
A238 A238

H NOTE 1 NOTE 2
07 71 12.C J11 TYP
J11 TYP
A514
A514
A11
NOTE 1 07 71 12.C
A238 J11 TYP
07 46 46.TB
6' - 9" A514

6' - 9"
07 21 26.BI 07 71 12.S
07 50 00.ICS

4' - 0"

4' - 0"
07 21 26.BI 3' - 0" 07 71 23.CH
07 50 00.SPM
ROOF ROOF ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING BEARING BEARING
TYP
D11 33' - 4" 33' - 4" 33' - 4" 33' - 4" 33' - 4"
07 46 46.S BRICK
A514 NOTE 5
COLOR 01 - BROWN
07 46 46.TB D8 TYP
TYP D8 TYP
D8 03 TYP 02
D11 07 71 23.D A514
A514 A514
02 BRICK
10' - 0"

10' - 0"

10' - 0"
03 A514 H1 COLOR 02 - LIGHT GRAY

H1 A8 TYP
A8 TYP
NOTE 4
A514 FIBER CEMENT
A514
BOARD & BATTEN COLOR 01
F

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

NOTE 8
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02

ENLARGED ELEVATIONS & WALL SECTIONS

NOTE 5 NOTE 9 F11 TYP
F11 TYP
NOTE 9 A514
NOTE 9 FIBER CEMENT
A514 LAPSIDING COLOR 03
5' - 0"
03 H1 02
11' - 8"

11' - 8"

11' - 8"
03 02 FIBER CEMENT
E WOODTONE FINISH
H1

8 FT
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
11' - 8" 11' - 8" 11' - 8" 11' - 8" 11' - 8"
F11 TYP
A1 TYP
A511
A521
D
D8 TYP
A1 REF

4
A1 03 02 A514
11' - 8"

11' - 8"

11' - 8"
A551
A551

As indicated
H1

SCALE (U.N.O.)
SHEET TITLE
G1 G1 LOOSE LINTEL;
LOOSE LINTEL; SEE STRUCTURAL
A8 TYP

0
SEE STRUCTURAL
A511
NOTE 11
A11 TYP SHEET SPECIFIC NOTES
A511
1. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB

1 1/2"
LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1
C DETAILS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0"
1 1/2"

BRICK LEDGE
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

1 1/2"

04 20 00.EJ

8589 Stacy Rd., McKinney, TX, 75070

Jefferson McKinney Stacy
JPI Companies
B

JOB NAME

LOCATION
KEY PLAN SEAL ISSUE DATE

10/30/23
JOB. NO.
10/30/2023 11:01:54 AM

11836-03
A DWG. NO.

A1
BULIDING 2 AND 4 - ENLARGED ELEVATION - SOUTHWEST
A4
WALL SECTION
A6
WALL SECTION
A8
BUILDING 3 - ENLARGED ELEVATION - SOUTH
A11
WALL SECTION A238
PROJECT NORTH 10/30/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

A7
A239
NOTE 10
07 71 12.C H1 REF
H NOTE 7 3' - 0" A551
07 46 46.TB

07 50 00.SPM

07 46 46.S WOODTONE
8' - 0"

8' - 0"
07 71 12.S
07 50 00.ICS

07 21 26.BI
07 71 23.CH
ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING
33' - 4" 33' - 4"
NOTE 5
BRICK
COLOR 01 - BROWN
HOR JOINT
2' - 0"
HORIZONTAL JOINT

BRICK
10' - 0"

10' - 0"
02 02 03 COLOR 02 - LIGHT GRAY
8' - 0"

NOTE 10

TYP FIBER CEMENT

F11 BOARD & BATTEN COLOR 01
F A514

LEVEL 3 LEVEL 3
FIBER CEMENT
23' - 4" 23' - 4"
HOR JOINT

BOARD & BATTEN COLOR 02

3' - 8"

07 62 00.SF

ENLARGED ELEVATIONS & WALL SECTIONS

NOTE 9
07 71 23.D FIBER CEMENT
LAPSIDING COLOR 03

B11 TYP
11' - 8"

11' - 8"
HORIZONTAL JOINT

A514
FIBER CEMENT
E 02 02 03 WOODTONE FINISH
8' - 0"

E5 REF

07 50 00.SPM A551
07 50 00.SPM
07 46 46.S WOODTONE
8"

LEVEL 2 LEVEL 2
11' - 8" 11' - 8"

D
NOTE 10
11' - 8"

11' - 8"

As indicated
10' - 8"

SCALE (U.N.O.)
SOLDIER COURSE

SHEET TITLE
02 02

4" CUT BRICK

SHEET SPECIFIC NOTES

1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN

LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
4" DOORS.
CUT BRICK 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

SOLDIER 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

NOTE 4
COURSE 5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
E11 TYP FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

A511 7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
11' - 8"

11' - 8"

REQUIRED BY STRUCTURAL DRAWINGS.

11' - 4"
8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
02 02
03 BALCONIES.
9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
A11 TYP
B BATTING ONLY.
A511 10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
1 1/2"

1 1/2"

LEVEL 0 LEVEL 0 COURSING WITH FLOOR LEVELS, TYPICAL.

-11' - 8" -11' - 8"
KEY PLAN SEAL ISSUE DATE

05/10/2023
NOTE 6 NOTE 6
JOB. NO.
5/10/2023 11:48:37 AM

11836-03
A 04 20 00.EJ
DWG. NO.

A1
BUILDING 3 - ENLARGED ELEVATION SE CORNER
A7
WALL SECTION A239
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

07 21 26.BI BLOWN INSULATION

07 46 46.S FIBER CEMENT SOFFIT
K 07 46 46.TB BATTEN TRIM
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING

Planning & Design, Inc.
LordAeckSargent.com
REVISION:

A5 A7 A10
J11 TYP
A240 A240 A240
07 71 12.C H11 TYP A514
H11 TYP
A512
A512
07 50 00.SPM
07 50 00.SPM 07 50 00.SPM
07 21 26.BI
4' - 0"

4' - 0"
07 46 46.TB 07 21 26.BI 07 21 26.BI
3' - 0"
07 50 00.SPM
ROOF ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING BEARING
33' - 4" 33' - 4" 33' - 4" 33' - 4"
D11 TYP 07 46 46.S BRICK
NOTE 1 A512 COLOR 01 - BROWN
B11 TYP
NOTE 2 A514
BRICK
10' - 0"

10' - 0"
COLOR 02 - LIGHT GRAY

FIBER CEMENT
BOARD & BATTEN COLOR 01
F

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02

ENLARGED ELEVATIONS & WALL SECTIONS

D8 TYP A1 TYP
NOTE 9 A512 NOTE 9 5' - 0" A521
FIBER CEMENT
LAPSIDING COLOR 03
11' - 8"

11' - 8"

FIBER CEMENT
E WOODTONE FINISH

A8 TYP
A512

LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2

NOTE 8
11' - 8" 11' - 8" 11' - 8" 11' - 8"

NOTE 9
D
11' - 8"

11' - 8"

As indicated
SCALE (U.N.O.)
SHEET TITLE
F11 TYP
A8 TYP A11 TYP
A511
A511 A514
NOTE 11
A11 TYP A11 TYP SHEET SPECIFIC NOTES
H9 TYP
A511 A511
A523 1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
1 1/2"

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1

C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
1 1/2"

DOORS.
3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

BRICK 4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

LEDGE NOTE 7
5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:40 AM

11836-03
A DWG. NO.

A1
BLDG 2 AND 4 - ENLARGED ELEVATION - NORTH CORNER
A5
WALL SECTION
A7
WALL SECTION
A10
WALL SECTION A240
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

07 21 26.BI BLOWN INSULATION

07 46 46.S FIBER CEMENT SOFFIT
K 07 46 46.TB BATTEN TRIM
07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
07 71 23.D DOWNSPOUT

Planning & Design, Inc.
LordAeckSargent.com
A12
REVISION:
A241 1 ASI 08 03/14/24

NOTE 10
NOTE 7 VARIES
SEE PLAN 07 50 00.SPM
H
A4
A6
A241 H11 TYP
A241 07 46 46.S
A512 TYP WOODTONE
H11
07 71 12.C 07 50 00.ICS
A512 07 71 12.C 07 21 26.BI

8' - 0"
07 50 00.SPM
07 71 12.S 07 50 00.ICS
07 21 26.BI
07 71 23.CH A6
3' - 0"
07 50 00.SPM A524
ROOF ROOF ROOF ROOF ROOF ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING BEARING BEARING
33' - 4" 07 46 46.S 33' - 4" 33' - 4" 33' - 4"
NOTE 1 D8 TYP 33' - 4"
BRICK
A514 COLOR 01 - BROWN
07 46 46.TB A8 TYP
D8 TYP
A514 A514 03 NOTE 2
03 02 07 71 23.D H1 BRICK
10' - 0"

10' - 0"
H1 A8 TYP COLOR 02 - LIGHT GRAY

NOTE 4 A514 A8 TYP

A514
A8 TYP FIBER CEMENT
BOARD & BATTEN COLOR 01
F A514

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

NOTE 8
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02

ENLARGED ELEVATIONS & WALL SECTIONS

A1 TYP
NOTE 1
FIBER CEMENT
A521
LAPSIDING COLOR 03

03
11' - 8"

11' - 8"
03 02 H1 07 46 46.TB
H1 FIBER CEMENT
E WOODTONE FINISH

NOTE 2 TYP
F11
A514

LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2

11' - 8" 11' - 8" 11' - 8" 11' - 8" 11' - 8"
A1 TYP
A521
NOTE 9
D
NOTE 9

03
11' - 8"

11' - 8"
03 H1

As indicated
02

SCALE (U.N.O.)
SHEET TITLE
H1

A8 TYP
A514 SHEET SPECIFIC NOTES

1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1
C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
DOORS.
D8 TYP 3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

NOTE 8

4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

A514 5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8589 Stacy Rd., McKinney, TX, 75070

6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.

Jefferson McKinney Stacy

H1 7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
03
11' - 8"

11' - 8" REQUIRED BY STRUCTURAL DRAWINGS.

03 02 H1
8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
BALCONIES.
TYP A8 TYP 9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
A11

JPI Companies
NOTE 11 A511 BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION
B A514 TYP BATTING ONLY.
A11
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
A11 TYP A514 11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.
A511

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
LEVEL 0 LEVEL 0 LEVEL 0 LEVEL 0 LEVEL 0 COURSING WITH FLOOR LEVELS, TYPICAL.
-11' - 8" -11' - 8" -11' - 8" -11' - 8" -11' - 8"
1 1/2"

KEY PLAN SEAL ISSUE DATE

03/14/24
BRICK LEDGE
JOB. NO.
3/14/2024 10:52:26 AM

11836-03
A DWG. NO.

A1
ENLARGED ELEVATION - LAP SIDING & BOARD AND BATTEN
A4
WALL SECTION
A6
WALL SECTION
A9
BLDG 3 - ENLARGED ELEVATION - CORNER BALCONY
A12
WALL SECTION A241
PROJECT NORTH 03/14/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

04 20 00.EJ EXPANSION JOINT FILLER

07 21 26.BI BLOWN INSULATION
K 07 46 46.S FIBER CEMENT SOFFIT
07 50 00.ICS INSULATION BOARD
CRICKET/SADDLE
07 50 00.SPM SINGLE PLY ROOF MEMBRANE
07 71 12.C COPING
07 71 12.S SCUPPER
07 71 23.CH CONDUCTOR HEAD
07 71 23.D DOWNSPOUT

Planning & Design, Inc.
LordAeckSargent.com
REVISION:

A5 A8 A11
A242 A242 A242

H11 TYP
07 71 12.C H11 TYP
H11 TYP
A512
H A512
A512

NOTE 7 NOTE 7 NOTE 7

07 50 00.SPM 07 50 00.SPM
07 50 00.ICS
8' - 0"

8' - 0"
07 71 12.S H1 Ref
07 50 00.SPM 07 21 26.BI A6 REF
A541
07 71 23.CH 07 50 00.ICS 3' - 6 31/256" A524
07 71 12.S
07 21 26.BI
07 50 00.ICS
ROOF ROOF ROOF ROOF
07 71 23.CH BEARING
ELEVATION MATERIAL LEGEND
G BEARING BEARING BEARING
33' - 4" 33' - 4" 33' - 4" 33' - 4"
NOTE 1 07 21 26.BI BRICK
TYP 07 50 00.SPM
D11 07 46 46.S COLOR 01 - BROWN
A512
02 03
BRICK
10' - 0"

10' - 0"
H1 07 71 23.D COLOR 02 - LIGHT GRAY
NOTE 2

FIBER CEMENT
BOARD & BATTEN COLOR 01
F

LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3

NOTE 8
FIBER CEMENT
23' - 4" 23' - 4" 23' - 4" 23' - 4"
BOARD & BATTEN COLOR 02

ENLARGED ELEVATIONS & WALL SECTIONS

D8 TYP
07 71 23.D
A512 FIBER CEMENT
NOTE 9
LAPSIDING COLOR 03
D8 TYP
03
A514
11' - 8"

11' - 8"

02
H1 FIBER CEMENT
E WOODTONE FINISH
A8 TYP
A512

F11 TYP F11 TYP

A511 A511
LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2
11' - 8" 11' - 8" 11' - 8" 11' - 8"

3/4" A1 TYP
MASONRY RECESS
A521
D 5' - 0"
E8 TYP

02 A511
03 E11 TYP
11' - 8"

11' - 8"

As indicated
SCALE (U.N.O.)
A511

SHEET TITLE
H1
A8 TYP
A511

A11 TYP SHEET SPECIFIC NOTES

A11 TYP
A511
A511 1. GC TO COORDINATE WINDOW FRAMING SO HEADS ALIGN
1 1/2"

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1

C WITH BALCONY DOOR HEADS.
0' - 0" 0' - 0" 0' - 0" 0' - 0" 2. 5.5" FIBER CEMENT BOARD TRIM, TYPICAL AT BALCONY
DOORS.
1 1/2"

3. TRIM TO MATCH ADJACENT FIBER CEMENT BOARD, TYPICAL.

Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

4. DOWNSPOUTS & LEADERS TO MATCH IRON ORE.

5. ALIGN HORIZONTAL JOINT WITH ADJACENT WINDOW
FRAMING.

8411 Stacy Rd., McKinney, TX, 75070

BRICK LEDGE 6. BRICK RECESSED 3/4" IN ALIGNMENT WITH WINDOWS.
NOTE 6 NOTE 11

Jefferson McKinney Stacy

7. PROVIDE BACKSPAN TO SUPPORT CANTILEVERED ROOF AS
04 20 00.EJ REQUIRED BY STRUCTURAL DRAWINGS.
8. TRUSS BALCONIES TO MATCH DEPTH OF 2X FRAMED
BALCONIES.
9. BLOWN INSULATION IN FLOORS, TYPICAL IN BUILDINGS 1 & 3.
BUILDINGS 2, 4 & 5 TO RECEIVE SOUND ATTENUATION

JPI Companies
B BATTING ONLY.
10. ALIGN JOINTS WITH BATTENS, TYPICAL.
11. ALIGN ROWLOCK COURSE WITH SILLS, TYPICAL.
12. PREFAB CANOPY, TYPICAL AT ALL GROUND LEVEL DOORS.

JOB NAME

LOCATION
13. CUT BRICK AS REQUIRED TO MAINTAIN COURSING. ALIGN
COURSING WITH FLOOR LEVELS, TYPICAL.

KEY PLAN SEAL ISSUE DATE

05/10/2023
JOB. NO.
5/10/2023 11:48:47 AM

11836-03
A DWG. NO.

A1
ENLARGED ELEVATION - BALCONY CORNER AT LAP SIDING
A5
WALL SECTION
A8
WALL SECTION
A11
WALL SECTION A242
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

K SPECIALTY DOOR SCHEDULE

DOOR NO. PR TYPE WIDTH HEIGHT Door Hardware REMARKS

RECESSED 1B01 GATE 3' - 6" 8' - 0"
PANEL 1190B MEDIUM STILE 2' - 10 7' - 10" H51
1/4"
1190C PR MEDIUM STILE 2' - 7 7' - 7107/8"
7' " H50
H50 D
15/16"
RECESSED 1190D PR MEDIUM STILE 2' - 11 7'
7' - 7107/8"
" H50
H50
PANEL 11/16" © 2022 Lord Aeck Sargent
1190E MEDIUM STILE 2' - 10 7' - 10" H51 A LordAeckSargent.com
3/4" Unless otherwise agreed to
in writing,this document is
G1 G1 - OVERHEAD GARAGE 8' - 0" 8' - 0" the sole property of Lord
J DOOR Aeck Sargent and is to be
x <varies> <varies> 8' - 0" returned upon demand. The
RECESSED information herein is
PANEL confidential and may not be
SEE TRIM HW IN SCHEDULE used nor divulged without
the written permission of
Lord Aeck Sargent
REVISION:

10"
10"
DOOR SCHEDULE - UNIT DOORS
1 Addendum 01 02/03/23

B:1 C:1 DOOR FRAME

DOOR 1 DOOR 2 ABBREVIATIONS
DOOR RATING Door
NO. PR TYPE WIDTH TYPE WIDTH HEIGHT TYPE (MIN) Hardware REMARKS
1190K E:1 3' - 0" -- 0" 8' - 0" 1:B U7 PR: PAIR OF DOORS
UPR: UNEVEN PAIR OF DOORS
H A1 C:1 3' - 0" -- 0" 8' - 0" 2:A 20 MIN U1 T: THICKNESS
B1 C:1 2' - 10" -- 0" 6' - 8" 1:B U2 MAT: MATERIAL
B2 C:1 3' - 0" -- 0" 6' - 8" 1:B U2 WD: WOOD (08 1416.FWD)
C1 C:1 2' - 10" -- 0" 6' - 8" 1:B U3 AL: ALUMINUM (08 1116.AD)
C2 C:1 3' - 0" -- 0" 6' - 8" 1:B U3 GL: GLASS

6"
ST: STEEL (08 1100.SD OR 08 1100.SF)
D1 C:1 1' - 6" -- 0" 6' - 8" 1:B U4
FIN: FINISH
2" TYP U.N.O. 2" TYP U.N.O. D2 C:1 2' - 0" -- 0" 6' - 8" 1:B U4 PT: PAINTED
D3 C:1 2' - 4" -- 0" 6' - 8" 1:B U4 STN: STAINED
D4 C:1 2' - 8" -- 0" 6' - 8" 1:B U4 HW: HEAD WIDTH
6" 6" D5 C:1 2' - 10" -- 0" 6' - 8" 1:B U4

SCHEDULED HEIGHT

SCHEDULED HEIGHT
D6 C:1 3' - 0" -- 0" 6' - 8" 1:B U4
D7 C:1 2' - 6" -- 0" 6' - 8" 1:B U4 GENERAL NOTES
G
E1 C:1 2' - 8" -- 0" 6' - 8" 1:B U5 DOOR SCHEDULE NOTES:
GLASS F1 PR C:1 1' - 6" C:1 1' - 6" 6' - 8" 1:B U6 A. PR: ALL DOORS ARE SINGLE DOORS U.N.O.
F2 PR C:1 2' - 0" C:1 2' - 0" 6' - 8" 1:B U6 B. DOOR MAT: ALL DOORS ARE 08 11 00.SD U.N.O.
F3 PR C:1 2' - 6" C:1 2' - 6" 6' - 8" 1:B U6 C C. DOOR FIN: ALL DOORS ARE PAINTED U.N.O.
H1 E:1 3' - 0" -- 0" 8' - 0" 1:B U7 D. FRAME MAT: ALL FRAMES ARE 08 1100.SF U.N.O.
1:A
2:A 1:B
08 11 13.SF E. RATING: ALL DOORS ARE NON-RATED U.N.O.
CASING READY STEEL FRAME PREHUNG
STEEL FRAME
F. GLASS: ALL GLAZING IS SAFETY GLAZING U.N.O.; ALL
GLAZING IN FIRE-RATED CONSTRUCTION IS
FIRE-RATED GLAZING.
G. DETAILS: SEE A3 / A601 FOR ALL DETAILS U.N.O.

10"
F SPECIALTY DOOR SCHEDULE NOTES:
A:1 E:1
A. PR: ALL DOORS ARE SINGLE DOORS U.N.O.
SCHEDULED WIDTH SCHEDULED WIDTH

DOOR FRAME TYPES DOOR ELEVATION TYPES DOOR REMARKS

B1 0 2 F1 0 2
4 FT 4 FT
A. 25 GAUGE STEEL

B. BUILDING 2 DOORS TYPICAL FOR ALL BUILDING 4 DOORS

C. HARDWARE U7.1 AT DOORS THE OPEN AT GRADE LEVEL

D. 4400 SERIES KNOX BOX

DOOR ELEVATIONS & SCHEDULE

D
GLASS PER GLASS PER
SPECIFICATION SPECIFICATION

SCALE (U.N.O.)

1/2" = 1'-0"
SHEET TITLE
COMMERCIAL SELF CLOSING GATE
CLOSER, TO BE SELECTED BY OWNER
3 1/2"

3 1/2"

4X4 T.S. GATE POSTS SHEET SPECIFIC NOTES

1 1/2" T.S. GATE FRAME
1/2" T.S. GATE PICKETS
C
SCHEDULED HEIGHT
SCHEDULED HEIGHT

SCHEDULED HEIGHT

3 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2"

2" STD. GATE HINGE
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

8'-0"

8411 Stacy Rd., McKinney, TX, 75070

HARDWARE AS SCHEDULED

Jefferson McKinney Stacy

PERFORATED METAL MESH ON
INTERIOR SIDE OF GATE, MAX
OPENING 1/2", MESH TO EXTEND
18" MIN ON ADJACENT FENCING

JPI Companies
B
1/4" X 10" STEEL PLATE,
BOTH SIDES OF GATE
10"

10"

JOB NAME

LOCATION
G1
SCHEDULED WIDTH SCHEDULED WIDTH SCHEDULED WIDTH SCHEDULED WIDTH 8' - 7" KEY PLAN SEAL ISSUE DATE

05/10/2023
STOREFRONT EXTERIOR STOREFRONT EXTERIOR - DOUBLE GATE JOB. NO.
STOREFRONT INTERIOR STOREFRONT INTERIOR - DOUBLE
5/10/2023 11:52:02 AM

11836-03
A DWG. NO.

A1
SPECIALTY DOOR ELEVATIONS A601
PROJECT NORTH 05/10/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES
DOOR SCHEDULE DOOR SCHEDULE

DOOR FRAME DOOR FRAME

DOOR DOOR 1 DOOR 2 TRIM RATING Door DOOR DOOR 1 DOOR 2 TRIM RATING Door
K NO. PR TYPE WIDTH TYPE WIDTH HEIGHT T MAT FIN TYPE HW MAT (MIN.) Hardware REMARKS NO. PR TYPE WIDTH TYPE WIDTH HEIGHT T MAT FIN TYPE HW MAT (MIN.) Hardware REMARKS
1160A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 5381A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
1160B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1 P230A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1161A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 P231A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1161B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1 P232A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1170A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H2 P233A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1172B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H2 P234A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1173A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" 2:A 2" P235A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 B
1180A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6 P330A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 © 2024 Lord Aeck Sargent
LordAeckSargent.com
1181A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H6 P331A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13
Unless otherwise agreed to
1183A PR A:1 3' - 0" A:1 3' - 0" 8' - 0" 1 3/4" ST PT 1:A 3/4" ST H5 P332A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 in writing,this document is
1184A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4 P333A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 the sole property of Lord
J Aeck Sargent and is to be
1185A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H2 D P334A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 returned upon demand. The
1190A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST 90MIN H30 P335A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 information herein is
confidential and may not be
1190F B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H14 P336A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 used nor divulged without
1190G B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H4 P337A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 the written permission of
1191A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 P338A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 Lord Aeck Sargent
1192A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 P339A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 REVISION:

1260A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 P340A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 1 Addendum 01 02/03/23
2 ASI 14 07/17/24
1261A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 P341A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 3 ASI 18 09/13/24
1280A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6 P342A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 ABBREVIATIONS 4 ASI 23 11/08/24
1284A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4 P343A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13
1285A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6 P344A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 PR: PAIR OF DOORS
UPR: UNEVEN PAIR OF DOORS
H 1292A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 P345A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13
T: THICKNESS
1360A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 P346A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 MAT: MATERIAL
1361A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 P347A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H13 WD: WOOD (08 1416.FWD)
1384A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4 P530A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 AL: ALUMINUM (08 1116.AD)
1391A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 P531A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 GL: GLASS
1392A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 P532A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 ST: STEEL (08 1100.SD OR 08 1100.SF)
FIN: FINISH
2060A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B P533A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 PT: PAINTED
2061A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B P534A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 STN: STAINED
2061B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1 B P535A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13 HW: HEAD WIDTH
2071A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 B P536A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 3/4" ST 20MIN H13
2160A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B
2160B B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H3 B GENERAL NOTES
G 2160C E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1 B, D
DOOR SCHEDULE NOTES:
2161A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B
A. PR: ALL DOORS ARE SINGLE DOORS U.N.O.
2171A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 1:A 2" ST 20MIN H8 B
B. DOOR MAT: ALL DOORS ARE 08 11 00.SD U.N.O.
2180A PR B:1 3' - 0" B:1 3' - 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H5 B
C. DOOR FIN: ALL DOORS ARE PAINTED U.N.O.
2181A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 B
D. FRAME MAT: ALL FRAMES ARE 08 11 00.SF U.N.O.
2182A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H4 B
E. RATING: ALL DOORS ARE NON-RATED U.N.O.
2183A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H11 B, D
F. GLASS: ALL GLAZING IS SAFETY GLAZING U.N.O.; ALL
2184A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6 B GLAZING IN FIRE-RATED CONSTRUCTION IS
2190A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14 B FIRE-RATED GLAZING.
2261A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B G. DETAILS: SEE A3 / A601 FOR ALL DETAILS U.N.O.
2262A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B
2280A PR B:1 3' - 0" B:1 3' - 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H5 B SPECIALTY DOOR SCHEDULE NOTES:
F
2360A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H3 B A. PR: ALL DOORS ARE SINGLE DOORS U.N.O.
2361A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H3 B
2380A PR B:1 3' - 0" B:1 3' - 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 20MIN H5 B
3060A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
3060B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1
DOOR REMARKS
3061A B:1 3' - 0" -- 0" 7' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
A. 25 GAUGE STEEL
3071A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3160A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 B. BUILDING 2 DOORS TYPICAL FOR ALL BUILDING 4 DOORS
3161A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
3162A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 1:A 2" ST 20MIN H3 C. HARDWARE U7.1 AT DOORS THAT OPEN AT GRADE LEVEL
3162B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1
D. 4400 SERIES KNOX BOX
E 3170A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H2 D
3170B B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H9
3172B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1
3180A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H4
3181A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
3182A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H13
3183A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H6
3184A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H4
3185A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H11 D

DOOR SCHEDULE
3186A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H11
3186E B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
3187A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
D 3188A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3260A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
3261A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
3262A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H3

SCALE (U.N.O.)
SHEET TITLE
3270A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H9
3280A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6
3281A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
3282A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6
3290A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
SHEET SPECIFIC NOTES
3291A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3292A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3360A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
C
3361A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
3362A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H3
3370A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 2:A 2" ST 90MIN H9
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

3380A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6
3381A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4

8589 Stacy Rd., McKinney, TX, 75070

3382A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4

Jefferson McKinney Stacy

3390A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3391A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
3392A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H14
5160A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
5160B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1

JPI Companies
B 5161A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
5161B E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H1
5170A E:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H2 D
5180A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4

JOB NAME

LOCATION
5181A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
5182A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
5183A A:1 3' - 0" -- 0" 8' - 0" 1 3/4" ST PT 1:A 2" ST H11 D
KEY PLAN SEAL ISSUE DATE
5260A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
5261A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 11/08/2024
5280A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4
JOB. NO.
5281A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H6
11836-03
11/6/2024 3:30:04 PM

5360A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3
A 5361A B:1 3' - 0" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 90MIN H3 DWG. NO.
5380A B:1 2' - 6" -- 0" 8' - 0" 1 3/4" WD PT 2:A 2" ST 20MIN H4

A602
PROJECT NORTH 11/08/2024
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

MATERIAL KEYNOTES

WINDOW SCHEDULE - MF

K Type Mark Width Height

01 3' - 4" 6' - 4"

02 6' - 0" 6' - 0"
03 <varies> 6' - 0"
04 6' - 6" 6' - 4"
05 3' - 6" 4' - 8"

NOTE 1 NOTE 1

TYP 8'-0" HEAD HEIGHT

NOTE 1 GENERAL NOTES
G
A. PROVIDE WINDOW LIMITERS AT OPERABLE WINDOWS
WHERE TOP OF SILL HEIGHT IS LESS THAN 36" ABOVE ff
AND MORE THAN 72" ABOVE FINISH GRADE. MAXIMUM 4"
OPENING. WINDOW LIMITERS TO MEET ASTM F2090

4' - 8"
STANDARD FOR EMERGENCY ESCAPE AND RESCUE.
F
F F

6' - 0"
B. PROVIDE ACCESSIBLE OPERATORS AND LOCKS AT TYPE A

6'-0"
6' - 4"

6' - 4"
F
UNIT LOCATIONS. DEVICES TO BE WITHIN 15" MIN TO 48"
F F MAX REACH RANGE.

F C. BLACK WINDOW FRAME U.N.O

D. ALL WINDOW U-FACTOR 0.35, SHGC 0.25 U.N.O.

F O O
O
LEGEND
T T T

3' - 4"
3' - 0" 3' - 0" 3' - 0" 3' - 0" F - INDICATES PORTION OF WINDOW IS FIXED
2' - 10" 3' - 0" 6" 3' - 0"

MULTI-FAMILY WINDOW AND STOREFRONT

2' - 0"
2'-0"
1' - 8" O - INDICATES PORTION OF WINDOW IS OPERABLE

1' - 8"
6' - 0" 6' - 6"
T - INDICATES SAFETY GLAZING IS REQUIRED
FFE

T - at all stairwell locations

E
01 02 03 04 05

4 FT
D

SCHEDULE

2
SCALE (U.N.O.)

0 = 1'-0"
SHEET TITLE
TYP 8'-0" HEAD HEIGHT

1/2"
SHEET SPECIFIC NOTES

1. WINDOW HEADS SHOULD ALIGN WITH PATIO DOOR

C HEADS, U.N.O.
Autodesk Docs://11836-03 JPI McKinney/Central_11836-03_JPI_McKinney_v22.rvt

8' - 0"

8589 Stacy Rd., McKinney, TX, 75070

Jefferson McKinney Stacy
JPI Companies
B
2' - 0"

T T T T

JOB NAME

LOCATION
FFE
3' - 3"
6' - 6" 7' - 2" 6' - 7 1/2" 6' - 0"
KEY PLAN SEAL ISSUE DATE

S4 S3 S2 S1 05/10/2023
JOB. NO.

11836-03
7/14/2023 3:30:34 PM

A DWG. NO.

A604
PROJECT NORTH 7/17/2023
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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