Work sample_Residential

DCRA USE ONLY

SWIFT CREEK

Architecture + Planning

SWIFT CREEK

No.

Date

Description

75% CD SET 11.08.2022

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

11.08.2022

COVER SHEET

COPYRIGHT

©

A0-00

DCRA USE ONLY

MAXIMUM TRAVEL DISTANCE DIAGONAL LENGTH- OVERALL BUILDING AREA REMOTENESS DISTANCE FROM THE MOST REMOTE POINT EXIT DISCHARGE VERTICAL EXIT HORIZONTAL EXIT THIS AREA INDICATES EXIT ENCLOSURE THIS AREA INDICATES CORRIDOR THIS AREA INDICATES ELEVATOR SHAFT

PLAN A - RESIDENTIAL FEC

TOTAL AREA = 10183.12 SF RESIDENTIAL = 200 GROSS OCCUPANT LOAD = 51 OCC.

FIRE EXTINGUISHER CABINET @ 75' MAX TRAVEL DISTANCE

UP

LEGEND 1H FIRE RATED WALL 2H FIRE RATED WALL UP DIA

GO

NA

LD

IST

AN

CE

BL DG

B4

=1

67'-10" TANCE = IS D S S E N REMOTE

74' - 8"

3H FIRE RATED FIREWALL

MAXIMUM TRAVEL DISTANCE = 73'-5"

UP

UP

LIFE SAFETY - PLAN A TYPICAL LVL Scale :

1/8" = 1'-0"

2 A0-13

SWIFT CREEK

PLAN A - RESIDENTIAL TOTAL AREA = 10183.12 SF RESIDENTIAL = 200 GROSS OCCUPANT LOAD = 51 OCC.

UP

DIA

GO

NA

LD

IST

AN

CE

BL DG

B4

=1

74' - 8"

7'-10" ANCE = 6 T IS D S S E REMOTEN

MAXIMUM TRAVEL DISTANCE = 73'-5"

No.

UP

Date

Description

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

11.08.2022

LIFE SAFETY - PLAN A LVL1 Scale :

1/8" = 1'-0"

LIFE SAFETY PLAN A

1 A0-13

0'

4'

8'

16'

32'

COPYRIGHT

©

A0-13

DCRA USE ONLY 28 0' L

OS

COURTS

Y

H

' L

OS

(BY OTHERS)

280

D

H P1

H P1 H P1

H P2

H P1 H P2

H P3

H P1 H P2

HP -2

H P1

LO S

HP -2

CU -1

H P4

28 0'

HP -1

H P1 H P2

HP -1

H P1 H P2

BUI LDI LVL NG =2 8 27'

ST O P

A2-10D

2

H P1

H P2

H P3

H P1

H P1

H P2

H P2

H P1

H P2

SID EW ALK CH P-1

5'

CH P-2

AG E

5'

A2-10E

H P1

G AR

4

ALK IDEW 5' S

H P1

CO MP AC TO R

SID EW AL K

TR AS H

H P1

B

3

H P1

ST

O P

TY PE

H P1

ME TER

ST AC KS

4S AP TORY A BL RTME DG NT 8

H P3

P.C.=19+20.47

H P2

H P1

H P2

H P2

H P2

H P1

S P TO

E4

1

E3

D

GA

P O

5 D AND. ST (4

ST

HE D

GA R DE AGE TA C

LOS

5' SID EW AL K

280'

9

GA

1 E G RA

1 GES AGEED GARAC) R A H H G ETAC + 1

Y

GA RA G

3

GA RA GE S

H

RA G

A2-10E

1

5' SID EW AL K

A2-10D

P O

280' LOS

280

' L

OS

ST

HP -2 HP -1

5'

ME TE RS

TAC KS

K AL EW SID

HP -1 HP -1 CH P-1

280' LOS

GARAGE 6

4-STORY APARTMENT BLDG 6

2

A2-10F

A2-10F

1

CG-12

CG-12

H P-

H P-

2

3 H P-

H P-

2

CG -1 2

2 H P-

H P-

2

2

H P-

H P-

1

1

GARAGE 5

BUILDING 4 LVL 1 = 240'

Y

D

4S AP TOR Y AR TM BL EN DG T 3

2 H P-

TYPE A TYPE A

3

H P-

3

H P-

2

H P-

2 H P2 H P1 H P1 H P1 H P2 H P1 C U1 H P1 H P1 H P1 H P1 H P1 H P1 H P1 H P1 H P1 H P3 H P2 H P1 H P1 H P-

2 H P-

BUILDING 6 LVL 1 = 233'

Y

5' SIDEWALK

D

TY PE A

BUI L LVL DING 1= 3 244 '

HP -2 H P-

D

HP -1

SID EW ALK

1

108' - 11 1/2"

H

Y

H

121' - 0"

4-STORY APARTMENT BLDG 4

5'

A TYPE A TYPE

H

METER STACKS

TRASH TRASH COMPACTOR COMPACTOR

CH P-2 METER STACKS

OP ST

HP -1 HP -1

CU -1

TA CK S

Y

D

HP -1

H P1 H P1

CG -1 2

H P1

BUI L LVL DING 1= 2 244 ' H P1

H P2

H P1

H P1

Y

D

4S AP TOR Y AR TM BL EN DG T 2

5' SIDEWALK

H P1 H P1 H P1 CU -1 H P2 H P1 H P1 H P2 H P3 H P2 H P2 H P2

HP -1

CLUB HOUSE A5-50

HP -1 HP -1 HP -1 HP -1 HP -1 HP -1 HP -2 HP -2

HP -4

HP -2 HP -2 HP -2 HP -2 HP -3

CLUBHOUSE

TY PE

Y

D

HP -1 HP -1 HP -2

B

HP -2 HP -1 HP -1 HP -1

CH P-2 HP -1

280' LOS

A TY PE

H P2

H P1

H P1

HP -1

HP -1

METER STACKS

ST AC KS

AG E8

2

5

A2-10G

A2-10C

GA

G RA

1 1 E

1

A2-10J

GARAGE 10

Y

CH P-1

HP -1

H

CH P-2

HP -1

HP -1

ME TER

H P1

HP -2

CH P-1

H P1

H P3

BUILDING 5 LVL 1 = 239'

H P1

H P1

H

Y

H P3

D

H P2

5'

H P2

H P2

H P1

7

HP -3

D

GA RA GE

D

No.

Date

Description

2 HP-1

A2-10H

HP-2 HP-3 HP-2 HP-2

CU-1 HP-1 HP-1

HP-1

HP-1

H

H

CKS ER STA MET

HP-1

METER STACKS

HP-2

HP-2

HP-1

HP-1

HP-2

HP-2

HP-2

HP-4

HP-2

HP-2 2 CHP-

1 CHP-

280' LOS

HP-3

HP-1

HP-1

HP-1

HP-3

HP-1

HP-2

HP-1

HP-2

MAIL A5-51

HP-2

E B TYP

K

HP-2

HP-2

HP-3

HP-2

HP-1

Y

AR

HP-2

Y

HP-2

HP-2

4-STORY APARTMENT BLDG 1

HP-3

HP-2

BUILDING 1 LVL 1 = 234'

HP-1

HP-1

TYPE A

HP-1

HP-1

HP-1

HP-1

A2-10H

HP-1

HP-1

HP-1

1

Y TOR NT S E 4 RTM A P A G 9 D L B

HP-1

OS

E B TYP

HP-1

CG-12

HP-1

' L 280

GE 9

9 G N I D ' L I 9 U 2 B 1=2 LVL

HP-1

D

RA

D

GA

DO GP

HP -2

Y

H

A2-10G

H

4AP ST BL AR ORY DG TM E 7 NT

280' LOS

GA R

HP -2

BU LV ILD L 1 IN =2 G7 32 '

SWIFT CREEK

ME TE RS

SID EW AL K

H P2 H

HP -2 HP -2

TYPE A

H P1

POOL

HP -2

5' SIDEWALK

H P2 H P2

HP -3 HP -2

POOL

4-STORY APARTMENT BLDG 5

1

CG-12

CG-12

H P1

H P1

H P2

H P1

H P3

H

ST OP

HP-1

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

HP-1

HP-2

HP-1

HP-1

HP-1

HP-2

HP-2

HP-3 HP-2

HP-3

CU-1

L ' SD 445

HP-1

HP-2

HP-1

HP-2

HP-1

HP-1

CHP-2

HP-2

HP-2

HP-2

CHP-1

HP-1

HP-1

HP-1

HP-1

HP-1

HP-1

HP-1

75% CD SET

N

1625'± TO ST RT 5190 HAMPTON PARK DRIVE

445' SDR

11.08.2022

SITE PLAN SITE PLAN Scale :

1" = 40'-0"

1 A1-20

COPYRIGHT

©

A1-20

DCRA USE ONLY

162' - 6"

EDGE OF PORCH ROOF ABOVE ON BLDGS 1, 4, 5 &6

151' - 0"

24' - 0" 4' - 3"

10' - 7"

6' - 4 5/8"

21 22

24

4' - 2"

6' - 0"

21 21

2' - 0"

21

3' - 5" 4' - 6 1/16"

5' - 3"

24

21

22

22 24

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

4' - 3"

21

21

24

C11

24

6' - 6 1/16"

24

6

STAIR 2 UNIT A1.1

UNIT B2.3 UNIT A2.1

9' - 3"

21 1097.42 SF

5' - 3"

22

24

24

2' - 0" 21

6' - 6 1/2"

3' - 5"

8' - 6"

4' - 6"

36' - 0"

2' - 0"

UNIT A3.2

654.20 SF

670.47 SF

34' - 6"

UNIT B3.1 1136.61 SF

6

12' - 8"

34' - 6"

6' - 3"

28' - 0 195/256"

645.47 SF

11' - 0"

21

12' - 0"

3a 5 ELEVATOR 5 5 6

4

4

4

6

4

4

4

4a

4

4

4a

4

6

4

4

3' - 6"

C05 C02

3

C04

C03

UTILITY

UTILITY

4a 4

4

21

69' - 0"

4

5' - 8"

4

2' - 10"

11' - 0"

69' - 0"

3

C02

5

6' - 4 1/4"

9' - 6" 3a

4a 4

11' - 6"

3' - 10"

34' - 6"

11' - 1 9/16" 2' - 0"

LOBBY 3

681.61 SF

6

21

4' - 3"

6' - 1 1/4"

3' - 4"

WATER ACC

A4-01

4' - 6"

24

24 24

24

22

21

21

24

4' - 9"

35' - 0"

3

21

22 C01

5' - 10 3/4"

22

21

5' - 2"

5' - 9"

12' - 0"

21

6' - 4"

4' - 5"

3' - 5"

FIRST FLOOR - PLAN A

1

A4-01

A5-32

162' - 6"

Scale :

10' - 7"

10' - 5"

24

24

24

UNIT A2.1

5' - 2"

24 24

6

STAIR 2

10' - 9 3/4"

10' - 2 3/4"

6

UNIT A1.1

1097.42 SF

20

24

UNIT B2.3

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

20

2' - 0"

24

2' - 0"

20

5' - 8 1/2"

21

4' - 11 1/2"

20

2' - 0"

20

5' - 3 1/2"

2' - 0"

24

4' - 9"

10' - 10 3/4"

UNIT A3.2

654.20 SF

670.47 SF

UNIT C1.1

20

12' - 11 1/2"

6

2' - 10" 4

4

4

4 4

4

4a

4

C05

C04

4

4

4

4a

4

4

4

A4-01

C03 UTILITY

UTILITY

1

3' - 9 5/8"

7/8 "

A5-33

-4 3' 20

3

LEVEL 1

681.61 SF

1079.20 SF

UNIT A4.1

677.98 SF

698.92 SF

3

20 C01

7 8 9

232' - 0" 227' - 0" 229' - 0"

Description

20

21

4' - 3"

1

24 20

6' - 0"

7' - 0 1/2"

21

24

20

6' - 4" 20

5' - 9"

4' - 9"

7' - 4 1/4" C01

20

4' - 10"

24

20

20

3' - 4"

24

4' - 9"

24

5' - 3 1/2"

1' - 6"

1' - 6"

4' - 5"

24

24

24 WATER ACC

5' - 2 3/8"

3

3' - 6"

STAIR 1

20

11' - 6"

UNIT A3.1

2' - 0"

12' - 0"

UNIT A3.3

0.00 SF

4' - 1 1/2"

BLDG

Date

UNIT B2.1

UNIT B2.2

4' - 2"

No. 34' - 6"

LOBBY

34' - 6"

2' - 0"

1

11' - 6"

4

4

21

3

3' - 6"

A4-01

4

11' - 0"

69' - 0"

1

5

5' - 8"

3a

3

69' - 0"

13' - 3 3/4"

3a 5 ELEVATOR 5 5

2' - 6"

11' - 0"

6

11' - 9"

34' - 6"

1406.29 SF

6' - 6 1/2"

34' - 6"

6' - 2"

645.47 SF

34' - 7 1/2"

4' - 3"

2' - 0"

5' - 0 7/16"

20

20 20

6' - 4 9/16"

13' - 3 3/4"

3' - 5" 4' - 5 9/16"

13' - 3 3/4"

5' - 2 1/4"

11' - 0"

6' - 5 1/2"

24' - 0"

4' - 3 1/2"

24' - 0"

1/8" = 1'-0"

1 A2-10

2' - 6"

158' - 6"

4' - 3"

234' - 0" 244' - 0" 241' - 0" 240' - 0" 239' - 0" 232' - 0"

162' - 6"

2

3' - 5"

1 2 3 4 5 6

160' - 6"

EDGE OF PORCH ROOF ABOVE ON BLDGS 1, 4, 5 &6

4' - 6"

LEVEL 1

11' - 10" 9' - 11 1/2"

33' - 0"

BLDG 21 5' - 5 1/16"

SWIFT CREEK

4' - 2"

5' - 3 1/2"

C01

22

5' - 1 1/4"

24

24

24

4' - 2"

6

1' - 6"

4' - 5 1/2"

3' - 9"

6

STAIR 1

3

C01

4' - 9"

A4-01

21

698.92 SF

3

3' - 6"

1080.14 SF

UNIT A4.1

677.98 SF

7' - 4 1/4"

21

UNIT A3.1

11' - 6"

0.00 SF

3

UNIT B2.1a

UNIT A3.3

5' - 3"

UNIT B2.2

4' - 3"

3' - 5"

20

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

5' - 5"

12' - 0"

A5-31

24' - 4" 160' - 6"

33' - 2"

FIRST FLOOR - PLAN B Scale :

162' - 6"

1/8" = 1'-0"

75% CD SET

1 A2-10A

2

A4-01

11.08.2022

FIRST FLR PLAN PLAN A & B 0'

4'

8'

16'

32'

COPYRIGHT

©

A2-10

DCRA USE ONLY

151' - 0"

24' - 0" 4' - 5 243/256"

3' - 5" 3' - 6 1/2"

6' - 4"

6' - 4 9/16"

4' - 10"

12' - 7 5/8"

4' - 8 3/8"

5' - 3"

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

4' - 3"

22 24

5' - 3 1/2"

24

24

22

5' - 0 3/16"

22

24

24

5' - 8 1/2"

24

21

22

24

24

3 UNIT A1.1

UNIT B2.3 UNIT A2.1

1097.42 SF

9' - 3"

2' - 0"

2' - 0"

21

10' - 7"

36' - 0"

21

4' - 9 7/16"

4' - 2"

21

3' - 5" 4' - 6 1/16"

5' - 3"

34' - 0"

654.20 SF

645.47 SF

21

34' - 6"

6' - 3"

UNIT A5.1

6

STAIR

771.22 SF

UNIT B3.1

12' - 8"

11' - 0"

1136.61 SF

9' - 11"

5 3a ELEVATOR

4' - 2"

4' - 2" 5

5

6

3a

4

4 4a

4

6

3 6

4 4

4

4

4

21

4

C03 UTILITY

C04 UTILITY

C02

9' - 6"

4a 4a

Architecture + Planning

6

6

21

11' - 6"

4

C02

5

5' - 8"

4

4

11' - 0"

2' - 10"

3

6' - 4 1/4"

6

2' - 0" UNIT A5.2

10' - 0"

STAIR

787.40 SF

UNIT B2.1a

6 UNIT B1.1

12' - 3"

0.00 SF

3

21

UNIT A4.1 3

1052.93 SF

3

3

1080.14 SF

11' - 6"

UNIT B2.2

698.92 SF

BLDG

LEVEL 2

LEVEL 3

LEVEL 4

1 2 3 4 5 6

244'- 7 7/8" 254'- 7 7/8" 251'- 7 7/8" 250'- 7 7/8" 249'- 7 7/8" 242'- 7 7/8"

255' - 3 3/4" 265' - 3 3/4" 262' - 3 3/4" 261' - 3 3/4" 260' - 3 3/4" 253' - 3 3/4"

265' - 11 5/8" 275' - 11 5/8" 272' - 11 5/8" 271' - 11 5/8" 270' - 11 5/8" 263' - 11 5/8"

3

A4-01

A4-01

21

22

3' - 4"

4' - 3"

4' - 8 253/256"

21

4' - 10"

24 21

5' - 9 1/128"

12' - 0"

24

22

21

21 6' - 0 3/4"

12' - 3 15/16"

22

7' - 0"

5' - 3"

24

4' - 9"

24

24

22

21

4' - 2"

24

4' - 9 1/8"

5' - 3 1/2"

24

24

1' - 6"

4' - 5 1/2"

3' - 9"

3

21

11' - 9 5/8"

24' - 1"

5' - 0"

6' - 4"

21 5' - 5 1/16"

5' - 3 1/16"

35' - 11"

TYPICAL LVL - PLAN A

162' - 6"

Scale

1/8" = 1'-0"

1 A2-20

2 A4-01

162' - 6"

158' - 6" 24' - 0"

5' - 2 1/4"

3' - 5" 4' - 5 9/16"

6' - 4 9/16"

5' - 0 7/16"

12' - 6"

4' - 9"

10' - 5"

4' - 11 1/2"

20

24

21

20

24

5' - 3 1/2" 2' - 0"

2' - 0"

20

24

5' - 2"

20 20

20 24

20 24

24

2

24

A5-32

3

UNIT A1.1

UNIT B2.3 UNIT A2.1

1097.42 SF

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

11' - 0"

2' - 0"

10' - 7"

20

20

4' - 3"

6' - 5 1/2"

SWIFT CREEK

4' - 3"

4' - 5"

3' - 5"

43' - 6"

2' - 0"

4' - 5 243/256"

34' - 0"

654.20 SF

6

UNIT C1.1

STAIR

771.22 SF

1406.29 SF

34' - 6"

UNIT A5.1

6' - 2"

34' - 6"

645.47 SF

6

11' - 9"

11' - 0"

20 3a 5 ELEVATOR 5

6

69' - 0"

5

6 3a

A5-33

6

4

4

2

4

4

5' - 8"

4

3

5

4a

4

21 2' - 0"

4

4

1

4

4 C04

C03

UTILITY

UTILITY

4

4

4

A4-01

No.

Date

Description

11' - 6"

A4-01

4

4

11' - 0"

1

2' - 10"

3

6

12' - 0"

34' - 6"

STAIR

UNIT B2.2

6

UNIT A5.2 787.40 SF

UNIT B2.1 UNIT B1.1

0.00 SF

6

20

UNIT A4.1 3

1052.93 SF

3

1079.20 SF

698.92 SF

20

3' - 5 79/256"

11' - 6"

34' - 6"

2' - 0"

4' - 2"

3' - 4"

20 4' - 3"

24

20

20

21

24

20

20

4' - 10"

4' - 11"

12' - 1"

6' - 0 3/4"

5' - 2 3/8"

24

24

4' - 9"

24

2' - 0"

24 20

5' - 3 1/2"

24

24

1' - 6"

4' - 1 1/2"

3

20

7' - 6 9/16"

11' - 3 1/4"

5' - 1"

5' - 9"

12' - 0"

6' - 4"

BLDG

LEVEL 2

LEVEL 3

LEVEL 4

7 8 9

242'- 7 7/8" 237'- 7 7/8" 239'- 7 7/8"

253' - 3 3/4" 248' - 3 3/4" 250' - 3 3/4"

263' - 11 5/8" 258' - 11 5/8" 260' - 11 5/8"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

20

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

5' - 5"

35' - 10 9/16"

TYPICAL LEVEL - PLAN B

2 A5-31

160' - 6" 162' - 6"

Scale :

1/8" = 1'-0"

1 A2-20A

11.08.2022

TYPICAL FLR PLAN - PLAN A & B

2 A4-01

0'

4'

8'

16'

32'

COPYRIGHT

©

A2-20

DCRA USE ONLY

Architecture + Planning 162' - 6" 158' - 6"

6' - 5 1/2" 20

24

3' - 5"

4' - 8 1/2"

10' - 7"

6' - 4 9/16"

21

20

20

24

24 24

43' - 6"

5' - 0 7/16"

12' - 6"

20

2' - 0"

4' - 3"

5' - 2 1/4"

4' - 9"

11' - 6" 20

20 21

20

5' - 8 1/2"

3' - 5" 4' - 5 1/8" 20

34' - 0"

5' - 3 1/2" 2' - 0"

4' - 5 15/16" 20

24' - 0"

24

3' - 10 1/2"4' - 0 13/16" 3' - 4"

5' - 2" 20

20

24

24

24

4' - 5"

57' - 0"

UNIT A1.1

UNIT B2.3 UNIT A2.1

1097.42 SF

3

654.20 SF

11' - 0"

3 21 2' - 0"

21

645.47 SF

UNIT C2.1 ANSI

6

34' - 6"

1406.48 SF

5

11' - 0"

4

4

4

4

5

C02

6

6 21

5 4

4 4

4a

4

4

3

4

4 4

2' - 0"

4

C03

C04 C02

6

20 3 A3-06

11' - 6"

3

5

69' - 0"

11' - 0"

21 3a

3a

69' - 0"

6

11' - 9"

34' - 6" 6' - 2"

UNIT A5.1 771.22 SF

2' - 0"

UNIT B2.1 UNIT B1.1

0.00 SF

21

SWIFT CREEK

34' - 6"

787.40 SF

6

UNIT B2.2

12' - 0"

UNIT A5.2

6

6

3

3

1079.20 SF

UNIT A4.1

1052.93 SF

11' - 6"

34' - 6"

22

698.92 SF

3

4' - 2"

20

3' - 4" 4' - 5 1/8"

4' - 10"

20

4' - 11"

21

12' - 1"

6' - 0 13/16"

24 20 7' - 6 9/16"

11' - 3 1/4"

67' - 1 7/16"

35' - 10 9/16"

20

5' - 1"

20

21

5' - 9"

12' - 0"

20

5' - 2 3/8"

4' - 9"

24

2' - 0"

20

1' - 6"

1' - 6"

24

24

2' - 0"

24

24

5' - 3 1/2"

4' - 1 1/2"

3

24

24

6' - 4"

20 4' - 5 1/8" 3' - 5"

5' - 5"

20

57' - 6"

160' - 6"

162' - 6"

No.

BLDG

LEVEL 2

LEVEL 3

LEVEL 4

7 8 9

242'- 7 7/8" 237'- 7 7/8" 239'- 7 7/8"

253' - 3 3/4" 248' - 3 3/4" 250' - 3 3/4"

263' - 11 5/8" 258' - 11 5/8" 260' - 11 5/8"

Description

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

LEVEL 4 - BUILDING 9 Scale :

0'

Date

4'

8'

16'

1/8" = 1'-0"

1 A2-30B

11.08.2022

LEVEL 4 - PLAN B ANSI 32'

COPYRIGHT

©

A2-30B

DCRA USE ONLY

156' - 3 1/2"

11' - 8 1/4"

17' - 4 5/8"

8:12 2' - 0"

41' - 3 3/4"

2' - 6"

40' - 8 5/8"

2' - 6"

18' - 5 1/2"

2' - 6"

38' - 5"

8:12

8:12

8:12

8:12

34' - 4 1/2"

4:12

4:12

2' - 6"

8:12

8:12

8:12

8:12

8:12

CRICKET

74' - 3 1/2"

2' - 6"

74' - 3 1/2"

8:12

38' - 5"

17' - 2 7/8"

3 A4-01

8:12

2' - 6"

2' - 6"

2' - 6"

2' - 6"

8:12

2' - 6"

A4-01

8:12

8:12

21' - 7 1/2"

3

39' - 11" 8:12

8:12

20' - 7 1/2"

2' - 6"

4:12

4:12

2' - 0"

Architecture + Planning

52' - 10"

ROOF PLAN - PLAN A

18' - 8 5/8"

38' - 7"

BUILDINGS 1, 2 & 3

165' - 9 1/2"

Scale :

1/8" = 1'-0"

1 A2-40

2 A4-01

164' - 1 3/4" 17' - 9"

41' - 5 105/128"

161'6-' 7- 7875//182"8"

49' - 1 3/4"

2' - 6" 8:12

8:12

8:12

4:12

31' - 6 3/4"

28' - 6"

8:12

8:12

2' - 6" 8:12

SWIFT CREEK

8:12

8:12

0' - 6 3/4"

19' - 2 1/8"

2' - 6"

4:12

12' - 0 5/8"

2' - 6"

39' - 1 1/2"

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

8:12

A4-01

75' - 0"

12:12 75' - 0 1/4"

1

1 A4-01

2' - 6 113/256"

No.

46' - 6"

12:12

8:12

2' - 6"

8:12 0' - 6 3/4"

Date

Description

8:12

8:12

4:12

4:12

2' - 6"

8:12

21' - 11 3/4"

8:12

39' - 1 1/2"

16' - 6 1/2"

53' - 6 5/8"

17' - 11 1/2"

ROOF PLAN - PLAN B 1 A2-40A BUILDINGS 7, 8 & 9 Scale :

2' - 6"

4' - 10 1/4"

2' - 6"

4' - 4 1/4"

8:12

2' - 6"

75' - 0 1/4"

40' - 11 3/4"

8:12 12:12

1/8" = 1'-0"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

39' - 3 7/8"

166' - 6"

75% CD SET 2 A4-01

11.08.2022

ROOF PLAN -PLAN A & B 0'

4'

8'

16'

32'

COPYRIGHT

©

A2-40

DCRA USE ONLY

1 A4-11

3

38' - 5"

18' - 5 1/2"

A4-11 17' - 4 7/8"

40' - 8 5/8"

41' - 3 1/2"

11' - 8 1/4"

Architecture + Planning

8:12

8:12

8:12

34' - 4 1/2"

4:12

4:12

8:12

8:12

8:12

8:12

8:12

ELEVATOR OVERRUN

8:12

40' - 11 3/4"

73' - 0"

8:12

74' - 3 1/2"

21' - 5"

34' - 11"

17' - 0"

13' - 2 3/4"

74' - 3 1/2"

8:12

CONDENSER WELL

21' - 5"

23' - 9" 2

A4-11

A4-11

8:12

8:12

4:12

4:12 21' - 7 1/2"

8:12

8:12

8:12

39' - 11"

2' - 0" 0.2:12

2' - 0" 0.2:12

ACCESS HATCH

8:12

101' - 6"

8:12 8:12

SWIFT CREEK

2

8:12

3 A4-11

DRAINAGE CHANNEL

DRAINAGE CHANNEL 1 A4-11

38' - 5"

17' - 2 7/8"

52' - 10"

18' - 8 5/8"

38' - 7"

165' - 9 1/2"

No.

Date

Description

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

ROOF - PLAN A W/ CONDS BUILDINGS 4,5 & 6

Scale :

1/8" = 1'-0"

1 A2-40.1

11.08.2022

0'

4'

8'

16'

ROOF - PLAN A W/ CONDENSER WELL

32'

COPYRIGHT

©

A2-40.1

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08

1 A4-01 1 A4-01 2C 03

1A

2C 1C 05

03

2A

2C

05

05

1A

03

1C

2C

1A

1C

05

2C

05

1A

2B

03

10

09 10 11 12 13 14 14A

10

8"

10

03

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

T.O.P.

T.O.P. 2' - 6" W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

LEVEL 4

10' - 7 7/8"

LEVEL 4

W2

W2

W2

W2

W2

10

W2

W2

W2

W2

W2

W2

W2

Architecture + Planning LEVEL 3

10' - 7 7/8"

LEVEL 3

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

LEVEL 2

10' - 7 7/8"

LEVEL 2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

LEVEL 1

LEVEL 1

1B

1B

1B

1B

1B

1B

1B

1B

1

1

A4-01

A4-01 1

4

A4-22

A4-22

ELEVATION 4 - PLAN B Scale :

1/8" = 1'-0"

ELEVATION 3 - PLAN B

3 A3-02

Scale :

1/8" = 1'-0"

2 A3-02

2 A4-01

1C

04

07

06

1A

2C

05

2A

03

03

1B

10

2B

2C

05

1C

04

06

1A

2A

05

1B 03

04

05

07

06

2B

03

2C

1B

03

2C 1A 04

06

05

07

2A

1C

1C

SWIFT CREEK

9' - 1 1/8"

W2

T.O.P. W2

W1

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

W2

LEVEL 4

W2

W2

W2

W2

W2

W2

W2

W2

W1

W2

W1

W2

W2

No.

LEVEL 3

W2

W1

W2

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

Date

Description

W2

LEVEL 2

W2

W1

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

LEVEL 1

09

09

04

1 A4-23

1B

1B

1B

11

1 A4-24

1B

1B

1A

08

07

1B

2C

1B

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

1

2

75% CD SET

A4-01

3

ELEVATION 2 - PLAN B Scale :

1/8" = 1'-0"

2

1 A3-02 11.08.2022

0'

4'

8'

16'

EXTERIOR BUILDING ELEVATIONS

32'

COPYRIGHT

©

A3-02

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08

3 A4-01 2C 03

10 10

2C

05

2BB

03

2C

2BB

05

03

05

2BB

03

05

2A

2C

03

05

3

2BB

2C

09 10 11 12 13 14 14A

A4-01

10

10

2C

05

03

2BB

10

2C

2BB

03

05

8"

10

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

T.O.P.

T.O.P. W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2 10

LEVEL 4

LEVEL 4

10 W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

Architecture + Planning

W2

LEVEL 3

LEVEL 3

W2

W2

10' - 1 1/8"

14' - 4 5/8"

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

09

LEVEL 2

LEVEL 2

W4

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

LEVEL 1

LEVEL 1 1B

EXTERIOR METERS

1B

1B

1A 1B

1B

1A

1B

1A

03

10

09

1B

09

3 A4-01 1

ELEVATION 3 - BLDG 2

2BB

2C

2AA

Scale :

1/8" = 1'-0"

4 A3-04

07

05 04 06

03

ELEVATION 4 - PLAN A Scale :

2BB

2C

10

2C

05

06

05

04

2AA

2C

03

06

05

07

04 2BB

03

2C

1/8" = 1'-0"

A4-25

3

3 A3-04

2C

A4-01

ELEVATION 3 - PLAN A Scale :

2AA 06

05

07

04

1/8" = 1'-0"

2 A3-04

SWIFT CREEK

W2

W2

03

T.O.P. W2

W1

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

W2

LEVEL 4

No. W2

W1

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

Date

Description

W2

LEVEL 3

W2

W1

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

LEVEL 2

W2

W1

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

LEVEL 1

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

1

75% CD SET 1B

06

2C

09

11

1A

1B

04

06

1B

1B

1B

06

3

2&4

3 A4-25

11.08.2022

ELEVATION 2 - -PLAN A Scale :

1/8" = 1'-0"

EXTERIOR BUILDING ELEVATIONS

1 A3-04 0'

4'

8'

16'

32'

COPYRIGHT

©

A3-04

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08 09 10 11 12 13 14 14A 03

05

2BB

03

05

2C

2A

03

05

2BB

2C

10

10

2C

03

1A

1C

05

05

2B

03

2C

10

2C

T.O.P. W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W4

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

2C

05

1A

2B

03

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

W2

Architecture + Planning

W2

LEVEL 2

W2

W4

W2

W2

W2

W2

W2

LEVEL 1

LEVEL 1 24' - 5 3/8" EXTERIOR

EXTERIOR METERS 1B

10

LEVEL 3

LEVEL 2

W2

05

10

W2

W2

1C

LEVEL 4

LEVEL 3

W2

1A

T.O.P.

LEVEL 4

W2

03

METERS 1A

1B

1B

1B

ELEVATION 4 - BLDG 3 Scale :

1/8" = 1'-0"

1C

04

1B

1A

1C

1B

09

1B

ELEVATION 3 - BLDG 1, 4 & 6

4 A3-05

07

1A

Scale :

06

1A

2C

05

2A

03

10

2B

2C

05

04

1C

06

1A

05

2A

03

1B

04

05

07

06

2B

1/8" = 1'-0"

3 A3-05

03

1B

10

2C

03

1B

2C

1C

1A

1B

1C

1B

ELEVATION 3 - PLAN B NO PORCH Scale :

2C

1A 04 06

05

07

2A

1C

W2

W1

W2

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

W2

W1

W2

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

1/8" = 1'-0"

2 A3-05

SWIFT CREEK

2C

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

1C

No.

W2

W1

W2

W2

W2

W1

W2

W2

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

W2

W2

W2

W2

W1

W2

W2

W1

W2

1

1B

1B

11

1B

1B

1B

1A

1B

2C

1B

ELEVATION 2 - PLAN B NO PORCH Scale :

1/8" = 1'-0"

Date

Description

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

4

2&3

75% CD SET

1 A3-05 11.08.2022

0'

4'

8'

16'

EXTERIOR BUILDING ELEVATIONS

32'

COPYRIGHT

©

A3-05

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08 09 10 11 12 13 14 14A

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

Architecture + Planning

2

3

A4-21

A4-21

1B

2C

03

1A

1C

04

05 06

2

Sim

AD-53.3

2A

1 AD-53.3

Sim

5

T.O.P.

AD-53.4

1A

T.O.P. 1A

03

UNIT B1.1

05

03

03

04

2C

LEVEL 4

SWIFT CREEK

8' - 0"

8' - 0"

05 UNIT B1.1

LEVEL 4

06 Sim

1 AD-53.2

4

03

Sim

AD-53.2 03

05

8' - 0"

05

8' - 0"

UNIT B1.1

UNIT B1.1 04

Sim

8

03

LEVEL 3

AD-53.3

1A

AD-53.2 10

LEVEL 3

06

Sim

Sim

10

AD-53.3

1A

03

7' - 0" Sim

AD-53.2

8' - 0"

UNIT B1.1

6 AD-53.3

05

05

No.

8' - 0"

4

Date

Description

UNIT B1.1 03

03

04

06

LEVEL 2 2C

LEVEL 2

Sim

6 AD-53.2

03

06 03 4

12

8' - 0"

8' - 0"

AD-53.2 LOBBY

05 UNIT A3.1

Sim

2 AD-53.2

LEVEL 1

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

04

03

LEVEL 1

06

75% CD SET

9 AD-53.2 1B

1A

11.08.2022

ENLARGED ELEVATION 1 Scale :

1/4" = 1'-0"

1 A4-21

WALL SECTION A Scale :

1/4" = 1'-0"

2 A4-21

WALL SECTION B Scale :

1/4" = 1'-0"

WALL SECTIONS

3 A4-21

0'

2'

4'

8'

16'

COPYRIGHT

©

A4-21

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

09 10 11 12 13 14 14A

Architecture + Planning

3

A4-22

A4-22 2B

1A

2A

05

1C

03

5

3

A4-22

A5-33

05

2C

03

Sim

2 AD-53.3

2A

T.O.P.

Sim

10

03 Sim

4

T.O.P.

Sim

5

AD-53.4

T.O.P.

T.O.P.

AD-53.4

1A

T.O.P.

2B

AD-53.4

03 3' - 0"

05 UNIT B2.2

05

05

SWIFT CREEK

UNIT C2.1 03 03

LEVEL 4

Sim

1

2C

LEVEL 4 03

AD-53.2

LEVEL 4

1

Sim

AD-53.2

LEVEL 4

2C

Sim

1

03

LEVEL 4

2C

AD-53.2

03 05

UNIT B2.2

8' - 0"

UNIT B2.2

8' - 0"

05

UNIT C2.1

03

LEVEL 3

03

LEVEL 3

LEVEL 3

2A 23

2B

LEVEL 3

LEVEL 3

1A

Sim

Sim

3

AD-53.2

7

AD-53.2

03

5

Sim

15101 HULL STREET CHESTERFIELD,VA

UNIT B2.2

8' - 0"

AD-53.3

AD-53.3 1A

No.

UNIT B2.2

05 03

LEVEL 2

Sim

1

2C

03

1

AD-53.2

Sim

Description

UNIT C2.1

03

LEVEL 2

Date

8' - 0"

UNIT B2.2

8' - 0"

05

05

LEVEL 2

03

LEVEL 2

LEVEL 2

2C

AD-53.2

2C

03

1

Sim

AD-53.2 03

UNIT B2.2

UNIT B2.2

05

8' - 0"

05

8' - 0"

2C

8' - 0"

05

8' - 0"

03

2

05

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

UNIT C2.1

LEVEL 1

1A

Sim

10

LEVEL 1

1A

LEVEL 1

AD-53.2 10 1B

1A

LEVEL 1

Sim

10

AD-53.2

AD-53.2

1A 1A

ENLARGED ELEVATION 2 Scale :

1/4" = 1'-0"

1 A4-22

WALL SECTION C Scale :

1/4" = 1'-0"

2 A4-22

WALL SECTION D Scale :

75% CD SET

LEVEL 1 Sim

1/4" = 1'-0"

3 A4-22

2C

03

1A

1B

ENLARGED ELEVATION 3 Scale :

1/4" = 1'-0"

WALL SECTION E

4 A4-22

Scale :

0'

2'

4'

8'

1/4" = 1'-0"

11.08.2022

5 A4-22

WALL SECTIONS 16'

COPYRIGHT

©

A4-22

DCRA USE ONLY

ELEVATION MATERIALS

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08 09 10 11 12 13 14 14A

2

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule WRAPPED POST GUTTER W/DOWNSPOUTS PEDESTAL MAILBOX UNIT GARAGE DOOR - STANDARD

43

A4-23

A4-23 A5-51 1B 05 1C

1A 1B 06

03

2C

05

Architecture + Planning Sim

2

AD-53.3

2

Sim

AD-53.3

2A

2A

3

Sim

AD-53.4

7

Sim

1

AD-53.4 1A

06

T.O.P.

Sim AD-53.4

T.O.P.

03

T.O.P.

1A UNIT C2.1

UNIT C2.1 07

8' - 0"

8' - 0"

05

03

04

LEVEL 4

2C

LEVEL 4

LEVEL 4 1

Sim

AD-53.2 03

03

14 AD-53.2

UNIT C2.1

3

04 14

Sim

SWIFT CREEK

UNIT C2.1

AD-53.3

AD-53.2

LEVEL 3

LEVEL 3

LEVEL 3

1A

03

1A

06

UNIT C2.1

UNIT C2.1

AD-53.3

04

07

05

8' - 0"

8' - 0"

8

03

LEVEL 2

2C

LEVEL 2

LEVEL 2 1

AD-53.2

06 03

Sim

03

Sim

14

15101 HULL STREET CHESTERFIELD,VA

8' - 0"

06

AD-53.2

07

UNIT C2.1

No.

8' - 0"

8' - 0"

07 04

05

Date

Description

UNIT C2.1 04

1A

LEVEL 1

LEVEL 1

10

Sim

LEVEL 1

AD-53.2

16 AD-53.2

ENLARGED ELEVATION 4 Scale :

1/4" = 1'-0"

1 A4-23

WALL SECTION F Scale :

1/4" = 1'-0"

2 A4-23

WALL SECTION G Scale :

1/4" = 1'-0"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

3 A4-23

75% CD SET

11.08.2022

WALL SECTIONS 0'

2'

4'

8'

16'

COPYRIGHT

©

A4-23

DCRA USE ONLY

LT 4

LT 4

LT 4

LT 4 LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 1 LT 4

LT 4

LT 4

LT 1

LT 4

LT 2

LT 2

LT 1 LT 2 LT 1

LT 1

LT 3

FN 1

LT 2

LT 1

LT 1

LT 1

Architecture + Planning LT 1

LT 1

LT 1 LT 1

LT 1 LT 1 FN 1 LT 3

LT 1

UNIT A3.2 RCP Scale :

1/4" = 1'-0"

UNIT A4.1 RCP

4 A5-02

Scale :

1/4" = 1'-0"

5 A5-02

24' - 1" 5 1/2"

DISTANCE FROM CORRIDOR WALL

10' - 8"

30' - 2"

DIST. FROM CORRIDOR WALL

LIVING

24' - 5"

UNIT A3.3 Scale :

1/4" = 1'-0"

11' - 6 1/2"

5 1/2"

7 A5-02

5 1/2"

11' - 10" 5 1/2"

26' - 1"

BALCONY

BEDROOM #1 11' - 10" x 9' - 11"

LIVING

LVT

5' - 8 1/2"

CARPET

2

6' - 10 1/2"

BALCONY

SWIFT CREEK

9' - 11"

3

4' - 8"

U04

U18

3

2

W.I.C. CARPET

29' - 8"

29' - 8"

LIVING

LVT

2

25' - 2 1/2"

4' - 10"

5 1/2"

2

U02

U03

3' - 5"

1C A6-22

29' - 8"

6' - 6"

LVT

1B

U08

W/D 2a

1' - 2 1/2" 2b

AHU U04a

U10

4C

A6-11 4A 4B

1

5' - 1 1/4"

A6-22 2B

8 5/8"

5 1/8"

LVT

2C

2b

2 2b

2' - 9 1/2"

2 U01

7' - 1 1/2"

2a

2 AHU

2

U10

U05b LVT

LVT

2b 3a

3

MECH

U01

5 1/2"

3' - 6"

4

4

4' - 11 59/128"

8' - 2 5/8"

UNIT A4.1 Scale :

1/4" = 1'-0"

1 A5-02 It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

CL.

4a

4

12' - 5"

UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 670.47 SF 10

KITCHEN KITC_L1

BATHROOM #1 BATH_T7

1/4" = 1'-0"

UNIT A4.1

2 A5-02

UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 698.92 SF 32

KITCHEN KITC_U1

BATHROOM #1 BATH_T6

75% CD SET

BATHROOM #2

BATHROOM #2

11.08.2022 B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

OTIS GEN 2 3500 OTIS GEN 2 3500

C2.1 ANSI

UNIT PLANS - A3.2, A3.3 & A4

CL

A2.1 A1.1 A3.2

C1.1

B2.3

Description

2b

2

Scale :

B2.3

Date

24' - 2 9/16"

UNIT A3.2 UNIT A3.2

3

5' - 1 3/4"

5' - 11"

2 TILE

7 1/4"

2b

U03 2D

2

2b LVT

No.

2b

C03

LVT 2A

LVT

7' - 11 1/2"

2a

BATH #1

2b

2

2' - 10 15/16"

2

CARPET

5 1/2"

KITCHEN LVT

12' - 11 1/2"

W.I.C.

2b

5A

5B 8' - 2 5/8"

2

2' - 11"

3

2

3' - 4 3/4"

7' - 3 1/8"

2a

3' - 7"

25' - 8"

U08 LVT

A6-11

LVT

1A

U04

W/D

2

3' - 4"

DINING

U02

2

LVT

COAT

KITCHEN

5 1/2"

10' - 4 9/16"

CARPET

5C

U05a

2' - 6"

3a

2

2

BATH #1 TILE 1D

2' - 1"

BEDROOM #1 10' - 10" x 11' - 1"

3' - 4 7/16"

11' - 1"

U04a

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1 OTIS GEN 2 3500

OTIS GEN 2 3500 OTIS GEN 2 3500

C2.1 ANSI

B2.2

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

A6.1 B4.1 ANSI ANSI

CL

B2.2

FIRST FLOOR (F1)

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

A6.1 B4.1 ANSI ANSI

FIRST FLOOR (F1)

TYPICAL FLOOR (F2, F4)

THIRD FLOOR (F3)

0'

2'

4'

8'

16'

THIRD FLOOR (F3)

COPYRIGHT

©

A5-02

DCRA USE ONLY

LT 4

LT 4 LT 4

LT 4

LT 4

LT 4 LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 4 LT 4 LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 1

LT 1 LT 1 LT 1

LT 1 LT 2

LT 2 LT 1

LT 1

LT 1 LT 2

LT 2

LT 1

LT 1 LT 1 LT 1

LT 1

LT 1 LT 3

LT 1

LT 1

LT 1

FN 1

LT 1 FN 1

LT 1 LT 1

FN 1

UNIT A5.1 RCP

LT 3

Scale :

1/4" = 1'-0"

LT 3

Architecture + Planning

LT 3

3 A5-03

UNIT B1.1 RCP

33' - 11" 10' - 11 1/4"

5 1/2"

22' - 2 39/128"

5' - 3 1/2"

10' - 10"

Scale :

12' - 3 1/16"

1/4" = 1'-0"

5 A5-03

9' - 7 1/2"

DIST. FRO CORRIDOR WALL

DEN 9' - 7 1/2" x 9' - 10 1/2"

30' - 2"

9' - 10 5/8"

5 1/2"

BALCONY

LIVING

UNIT A5.2 22' - 2"

12' - 3 15/256"

9' - 7 15/16"

5 1/2"

12' - 2 71/128"

11' - 6 65/128"

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

5' - 8 1/2"

10' - 11"

10' - 8 1/2"

BALCONY

BALCONY U18

U02 U18

DEN 9' - 7 1/2" x 9' - 4 1/2"

LIVING

CARPET

BEDROOM #1 11' - 6 1/2" x 14' - 7"

CARPET

11' - 1"

LVT

9' - 1 1/2"

3 LIVING

LVT

14' - 7"

2 2

9' - 4 5/8"

5 1/2"

3

BEDROOM #2 10' - 10 1/2" x 9' - 1 1/2"

2 CARPET

BEDROOM #1 10' - 10" x 11' - 1" U02

6' - 5"

U02

3' - 5"

DINING

CARPET U04

2C

2b

2 2

2b

U01

U05b

CL.

6' - 0"

U03

3' - 6 1/8"

2

3

4C A6-11

TILE

4A

BATH #1 TILE

4B

U05b

LVT

3a U01

3C A6-21

3A

3

3B

2 2

LVT

2

3D

CL.

C04

4

2' - 8 1/2"

7' - 2 1/2"

12' - 4 7/8"

4

2 5/8"

Description

2

U03

2

2

Date

5' - 1 3/4"

9' - 7"

2C

2B

No.

3

2a BATH #2

2D A6-21

2

2

LVT

2

26' - 7 1/2"

A6-11 4A

U03 LVT

2

2

5 1/2"

3' - 0"

BATH #1 A6-22 2B 7' - 2 1/2"

KITCHEN LVT

2A

2

4B

2

2

12' - 6"

2A

4C

U10

LVT

U04a

2' - 6"

2D

LVT

2

W/D

2

3

CARPET

2

2a

CARPET

7' - 11 3/8"

5 1/2"

U04a

U10

12' - 9 3/8"

AHU

3' - 4 5/16"

2a

CARPET

TILE

2

LVT

2

8 5/8"

2

W.I.C.

2a

KITCHEN

W.I.C.

5' - 1 1/4"

LVT

2

5 1/8"

3

1' - 3 1/2"

U08

U08 LVT

LVT

W.I.C.

2' - 8"

W/D

3' - 7"

2

7' - 6 5/8"

2 U04

7' - 2 13/16"

2 AHU

3' - 7"

3

2

5' - 1 3/4"

U04

31' - 8"

U02

3' - 5"

6' - 6"

2

15101 HULL STREET CHESTERFIELD,VA

5 1/2"

35' - 9 9/16"

5 1/2"

10' - 8 1/2"

1/4" = 1'-0"

SWIFT CREEK

Scale :

33' - 11"

2 A5-03

10' - 1 1/2"

4a

12' - 5 39/128"

9 3/4"

11' - 6 65/128"

24' - 0"

UNIT A5.1 Scale :

1/4" = 1'-0"

UNIT B1.1

35' - 9 9/16"

4 A5-03

Scale :

1/4" = 1'-0"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

1 A5-03

75% CD SET UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 771.22 SF 30

UNIT A5.1

KITCHEN KITC_L1

BATHROOM #1 BATH_T7

BATHROOM #2 UNIT B1.1

UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 1052.93 SF 30

KITCHEN KITC_L1

BATHROOM #1 BATH_T2

BATHROOM #2 BATH_T3

11.08.2022

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

OTIS GEN 2 3500 OTIS GEN 2 3500

C2.1 ANSI

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

CL

OTIS GEN 2 3500

OTIS GEN 2 3500

UNIT PLANS - A5 & B1

C2.1 ANSI

CL

B2.2

FIRST FLOOR (F1)

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

A6.1 B4.1 ANSI ANSI

B2.2

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

A6.1 B4.1 ANSI ANSI

0'

2'

4'

8'

16'

THIRD FLOOR (F3) FIRST FLOOR (F1)

TYPICAL FLOOR (F2, F4)

THIRD FLOOR (F3)

COPYRIGHT

©

A5-03

DCRA USE ONLY

4 A5-51

LT 4

LT 1 LT 4 LT 4

LT 1

LT 4

LT 4

LT 4

LT 1

LT 1 LT 4 LT 4 LT 4

LT 4

LT 4

LT 2

LT 1

LT 2

LT 4

LT 4

LT 4

LT 4

LT 4

LT 1 LT 2

LT 1 LT 2

LT 1

LT 1

LT 4

LT 1

LT 1

LT 1

LT 4

LT 1

LT 1

LT 1

LT 1 LT 4

FN 1

LT 1

LT 4

LT 1 LT 1 LT 1 LT 3 LT 1

LT 1

LT 1

LT 4

FN 1

LT 3

LT 4

Architecture + Planning

LT 1 LT 4

LT 4

LT 4

LT 4

LT 1 LT 1

LT 1

LT 1

LT 1 LT 1

LT 3 FN 1

LT 3

LT 4

LT 4

FN 1

LT 1

LT 1

LT 3

UNIT C1.1 RCP Scale :

1/4" = 1'-0"

UNIT B3.1 RCP

2a A5-05

Scale :

43' - 5 1/2" 5 1/2"

9' - 7"

5 1/2"

10' - 8"

11' - 8 115/256"

5 1/2"

10' - 4 13/256"

5 1/2"

12' - 3"

5 1/2"

5 1/2"

10' - 11"

35' - 11 1/2"

5 1/2"

10' - 4"

1/4" = 1'-0"

1a A5-05

BALCONY

BALCONY

DINING

U18

BEDROOM #2 11' - 8 1/2" x 10' - 7"

LVT

SWIFT CREEK

10' - 7"

BEDROOM #2 10' - 11" x 10' - 9 1/2"

BEDROOM #3 10' - 4" x 12' - 9" CARPET

U18

10' - 9 3/4"

12' - 9"

DINING

LVT

2b CARPET

CARPET

1 3A

U04

1

3' - 5"

31' - 8"

4' - 9"

11"

2 1D

A6-21 1B

-6 "

2 U02

1

U03

CARPET

BEDROOM #1 13' - 2 1/2" x 12' - 5"

1

2b

6' - 11 1/8"

2

U01

4C 4B

5' - 4 27/256"

3 25/32"

2b

2a

W/D

9' - 9 1/2"

U08

2 LVT

2

LVT

BATH #1

LVT

U10

U01

1a

AHU

TILE 1A

BEDROOM #1 10' - 9 1/2" x 12' - 7"

1B U03

4a 4a

3a

3

13' - 0 3/4"

3' - 8 15/16"

6' - 1 5/16"

3' - 5 1/4"

3' - 2"

5 1/2"

3

6' - 2"

10' - 9 125/256"

5 129/256" It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

35' - 11 1/2"

UNIT C1.1 Scale :

KITCHEN KITC_G3

Description

A6-23 1C

1D BATH #1

4

4A

Date

CARPET

2

43' - 5 1/2"

UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 1406.29 SF 13

No.

2

A6-21 4D

11' - 6 3/4"

5' - 0"

CARPET

2b 3

U03

TILE

W.I.C.

2

5 1/2"

U04

LVT

4

1 UNIT C1.1

2

7' - 3 1/2"

U04

CARPET

2

1

3' - 8"

TILE

2b

W.I.C.

AHU

U10

4

7' - 3"

3'

1C

7' - 10 3/4"

2a

LVT

2a

COAT

2b 2b

2

8' - 2 1/4" U05 LVT

U05a

2a LVT

7' - 1 1/2"

1

2

CL.

LVT

2

4' - 4"

U08

W/D

LIVING

2

3' - 6"

2a

LVT

1

2

3' - 5 5/8"

0' - 6 5/8" 3

2

1A BATH #2

5' - 4 1/2"

2

2 2

A6-11 2B

U02

2

1

12' - 8 1/2"

U05b LVT

5' - 5 53/256"

CL.

1a

2

2' - 4"

5' - 1 1/4"

" -5

2

1a

2A

CARPET

2b

3'

2C

" -8

TILE

2'

" 56 BATH #2

A6-21

20' - 10 1/2"

2

1

5 1/2"

2b 2

/2 11

2D

LVT

2b

1/2 "

U03

-1

5' - 1 7/8"

CARPET

2

U02

2b

8' - 6 1/2"

2

-9

2

W.I.C.

LIVING

12' - 9 213/256"

1a

5'

5' - 8 1/2"

4'

2

2b

3' - 0 3/8"

-6

W.I.C.

" 1/4

2b

5' - 1 1/4"

5' - 2"

3'

1a

6' - 1"

31' - 8"

2

CARPET

W.I.C.

U02

LVT

5' - 10 13/16"

U04

4' - 9"

KITCHEN

2 U02

KITCHEN LVT

U09

34' - 5 1/2"

2

2

A6-11 3B

3' - 6 1/4"

7" 12'12' - 8- 3/4"

6' - 1"

2

7' - 10 3/4"

34' - 5 1/2"

2

20' - 10"

20' - 5 43/256"

2b

BATHROOM #1 BATH_T2

BATHROOM #2 BATH_T4

1/4" = 1'-0"

UNIT B3.1

2 A5-05

Scale :

UNIT B3.1

UNIT GROSS AREA UNIT NET AREA TOTAL COUNT 0.00 SF 1136.61 SF 19

KITCHEN KITC_G2

BATHROOM #1 BATH_S1

1/4" = 1'-0"

1 A5-05

75% CD SET

BATHROOM #2 BATH_T1

11.08.2022

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

OTIS GEN 2 3500 OTIS GEN 2 3500

C2.1 ANSI

B2.3

A6.1 B4.1 ANSI ANSI

B2.2

A2.1 A1.1 A3.2

B3.1

B2.3

UNIT PLANS UNITS B3.1 & C2.1

B3.1

A2.1 A1.1 A5.1

OTIS GEN 2 3500 OTIS GEN 2 3500

CL

B2.2

FIRST FLOOR (F1)

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

THIRD FLOOR (F3)

A5.2

B1.1

0' A3.3

FIRST FLOOR (F1-PLAN A)

A3.1 A4.1

B2.1a

B2.2

A5.2

B1.1

A4.1

2'

4'

8'

16'

B2.1a

TYPICAL FLOOR (F2-F4 PLAN A)

COPYRIGHT

©

A5-05

DCRA USE ONLY

LT 4

LT 1

LT 4

LT 1 LT 4 LT 4

LT 4

LT 4

LT 4

LT 4 LT 4

LT 4

LT 1 LT 1 LT 1

LT 2

LT 4

LT 4 LT 2 LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 4

LT 1 LT 4

LT 1

LT 1

LT 4 LT 2

LT 1

LT 1

LT 2

LT 1

LT 4

LT 4

LT 4

LT 4

LT 1 LT 1

LT 1 LT 2

LT 2

LT 1

FN 1 LT 1

LT 3 LT 4

LT 1

LT 4 LT 1

LT 1

LT 1

LT 1

LT 1

Architecture + Planning

LT 1

LT 1

FN 1

LT 1

LT 1 LT 4

LT 3

LT 1

LT 1

8609 estwood Cener Dr LT 3 LT 1

LT 4

LT 1 LT 4

LT 4

LT 4

LT 4

FN 1

LT 1 LT 1

LT 3

LT 1

LT 1

LT 1 LT 1

FN 1 LT 4

UNIT A6.1 ANSI RCP Scale :

1/4" = 1'-0"

LT 3

LT 3

LT 1

LT 1

FN 1

LT 4

LT 1

UNIT B4.1 ANSI RCP

4 A5-06

Scale :

1/4" = 1'-0"

UNIT C2.1 ANSI RCP

5 A5-06

Scale :

1/4" = 1'-0"

6 A5-06

33' - 3 1/2" 0' - 5 1/2"

9' - 11"

0' - 5 1/2"

11' - 5 1/2"

43' - 5 1/16"

0' - 5 1/2"

0' - 5 1/2"

.

'

2D

9' - 5 1/2"

1

1

W/D

LVT

4' - 2 9/16" 2

0' - 5 1/2"

2a

4

5' - 5 1/4"

34' - 5 1/2"

CARPET

0' - 5 1/2"

6' - 1 1/2"

.

CARPET

BEDROOM #1 13' - 6" x 13' - 0"

2

U10

AHU

4

2

4C 4B

BATH #1 A6-21 4D TILE 4A

U03a It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

5' - 1 9/16"

3

.

.

3' - 6 9/16"

.

10' - 0"

.

3' - 4"

.

11' - 3 1/2"

.

13' - 4"

0' - 5 1/2"

75% CD SET

43' - 5 1/16"

UNIT A6.1 ANSI Scale :

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

1/4" = 1'-0"

A2.1 A1.1 A5.1 OTIS GEN 2 3500

OTIS GEN 2 3500 OTIS GEN 2 3500

C2.1 ANSI

UNIT B4.1 ANSI

1 A5-06

Scale :

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

OTIS GEN 2 3500

CL

OTIS GEN 2 3500

1/4" = 1'-0"

C2.1 ANSI

UNIT C2.1 ANSI

2 A5-06

Scale :

B2.3

A2.1 A1.1 A3.2

C1.1

B2.3

A2.1 A1.1 A5.1

C1.1

OTIS GEN 2 3500

B2.3

A2.1 A1.1 A5.1

OTIS GEN 2 3500

OTIS GEN 2 3500

CL

1/4" = 1'-0"

3 A5-06 11.08.2022

UNIT PLANS - ANSI UNITS A5.1, B4.1, C2.1

C2.1 ANSI

CL

B2.2

FIRST FLOOR (F1)

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

A6.1 B4.1 ANSI ANSI

B2.2

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

THIRD FLOOR (F3) FIRST FLOOR (F1)

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

THIRD FLOOR (F3)

A5.2

Description

U4b

2a

LVT

4

20' - 4"

Date

W.I.C.

1

U01

4

TILE

0' - 5 1/2"

.

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

LVT

U01

1a

No.

.

8' - 3"

2A

0' - 5 1/2"

'

2B A6-23

2a

U07

COAT U05 1

6' - 11 1/8"

.

U03a

2

LVT

2

LVT

W/D

LVT U07

U02

2

1

2a

LVT

2 BATH #1 2C

1a

A6-22 4B

5' - 1 1/4"

2a

4

4' - 11 1/2"

U10

AHU

2

2

TILE

6' - 1"

CARPET

2b

U03a

BATH #2

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

2b

BEDROOM #1 10' - 7" x 12' - 6"

2

4A

2b

2

0' - 5 1/2"

CARPET

LVT

2b

5' - 8 1/2"

1a

10' - 3 5/8"

.

3D

2b

2b

4' - 11"

4D

LIVING

2

CL.

A6-12 2B

CARPET

2

4C

7' - 8 1/4"

2A

2

W.I.C.

U02a

1

2 W.I.C.

2

2' - 9 1/2"

MECH

31' - 8"

31' - 8"

3A

U05 CARPET

3' - 4"

2b

U01

'

3C A6-22

2b

U02a

.

3a

3

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

BATH #2

1

2

5' - 5 7/8"

LVT

2b

.

LVT

2' - 6" 0' - 2.1/2"

14' - 6"

LVT

3B

3' - 5 1/4"

2b

U07

2a

2 U03a

" -3

2b

U4b

2b

4' - 3 3/4"

2

LVT

2b

2a

12' - 5 3/4"

2a

U4b

6' - 1 3/4"

0' - 5 1/2"

2

W/D

2b 2a 5' - 1 3/4"

TILE

LVT

2

CL. 2b

COAT

U02a

1B

CARPET

10' - 11 1/16"

34' - 7 1/16"

3

U05a

1a

3'

4' - 11"

U05

1A

2

2

5' - 9 3/4"

7' - 1 1/4"

2

2 A6-12

4 1/8"

2b

LVT

3' - 9"

COAT TILE

5C

LVT

.

.

13' - 8 3/4"

2

5B

5' - 1 3/4"

CARPET

LVT

KITCHEN

U06 7' - 8 1/4"

2

2b

2

KITCHEN

2' - 1"

2

3A

3' - 4"

25' - 5 1/2"

4' - 7 1/2"

3' - 7 1/2" U03a

BATH #1

5' - 2 1/4"

2b

2

0' - 3 15/16"2' - 1"

12' - 9 1/2"

20' - 10 13/16"

.

2

11' - 4 3/8"

5' - 9"

BEDROOM #3 10' - 4" x 13' - 8 1/2"

2

U02a

KITCHEN LVT

LIVING

.

LVT

U03a

3' - 5"

29' - 8"

3B A6-12

2 AHU

4 1/8"

3' - 5 3/8"

2b U10

0' - 5 1/2"

20' - 5 1/8"

CARPET

2b 3' - 5"

CARPET W.I.C.

10' - 8"

12' - 3 1/8"

2b

U02a

0' - 5 1/2"

BEDROOM #2 11' - 0 1/2" x 10' - 9"

CARPET

2

0' - 5 1/2"

U18

13' - 8 1/2"

BEDROOM #2 11' - 5 1/2" x 10' - 8 1/2"

LIVING

LVT

5D

10' - 8 1/2"

U18 LVT

2

2

9' - 7"

DINING

CARPET

5A A6-22

0' - 5 1/2"

BALCONY

5' - 6 1/2"

9' - 2 1/2"

BEDROOM #1 11' - 7" x 9' - 2 1/2"

3a

10' - 11"

DINING 3

3

.

BALCONY

U02a

7' - 10 1/2"

10' - 3 9/16"

0' - 5 1/2"

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

0' - 3 1/2"

0' - 5 1/2"

11' - 7"

0' - 5 1/2"

24' - 5 1/2"

0' - 5 1/2"

.

SWIFT CREEK

10' - 1"

12' - 9 7/8"

0' - 5 1/2"

B1.1

A6.1 B4.1 ANSI ANSI

0' B2.2

FIRST FLOOR (F1)

A3.3

A3.1 A4.1

B2.1

B2.2

A5.2

TYPICAL FLOOR (F2, F4)

B1.1

A4.1

B2.1

B2.2

A5.2

B1.1

2'

4'

8'

16'

A6.1 B4.1 ANSI ANSI

THIRD FLOOR (F3)

COPYRIGHT

©

A5-06

11' - 9" 11' - 9"

.

11' - 9"

.

11' - 9"

.

14' - 2"

.

11' - 9"

.

11' - 9"

.

11' - 9"

.

.

11' - 9"

1 1

11' - 9"

.

11' - 9"

.

11' - 9"

.

11' - 9"

DCRA USE ONLY

11' - 9"

.

11' - 9"

.

11' - 9"

.

11' - 9"

.

11' - 9"

3 1/2"

11' - 9"

1

1

1

1

1

1

1

1

1

1

A2-10E

11

A2-10E

5

5' - 10 1/2"

5' - 10 1/2"

5' - 10 1/2"

5' - 10 1/2"

144' - 2 1/2"

2

A2-10E

110' - 6"

A2-10E

.

1

3

1

1

A2-10E

1

21' - 5"

1

A2-10E

1

1

.

11' - 9"

10

.

GARAGE 3 Scale :

1/8" = 1'-0"

9

11' - 9"

8

A2-10E 6

A2-10E

21

21

GARAGE 4

1 A2-10E

Scale :

111' - 1"

24' - 5 1/8"

36' - 1 1/2"

24' - 1"

24' - 1"

1/8" = 1'-0"

24' - 1"

4 A2-10E

11' - 10 7/8"

22' - 9"

21' - 9"

22' - 3"

21' - 6"

12' - 0 1/2"

11' - 11 7/8"

20' - 6"

20' - 0"

21' - 0"

22' - 0"

23' - 3"

23' - 6"

12' - 0 1/2"

12' - 0 1/2"

14' - 5 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 4 5/8"

23' - 0"

23' - 6"

24' - 0"

22' - 6"

21' - 6"

22' - 0"

22' - 0"

Architecture + Planning

144' - 8 1/2"

LEVEL 1 - GARAGE 3 SLAB

14' - 3 3/4"

22' - 6 7/8"

45' - 5 3/8"

2B

2AA

12

14' - 3 3/4"

6.4:12 9.9:12

33' - 4 7/8"

6.4:12

6.4:12

12.8:12

9.9:12

15' - 2 1/2"

11' - 9"

147' - 1"

GARAGE 3 - ROOF 12

6.4:12

24' - 3 1/2" 15' - 2 1/2"

12.8:12

6.4:12

6.4:12

6.4:12

9.9:12

113' - 4 1/2"

2AA

6.4:12

6.4:12

6.4:12

6.4:12 11' - 9"

9.9:12 1' - 0" 1 3/4"

11' - 9"

9.9:12

15' - 2 1/2"

1 3/4" 1' - 0"

2B

2AA

12

2B

Scale :

1/8" = 1'-0"

GARAGE 4 - ROOF

13 A2-10E 2AA

LEVEL 1

GARAGE 3 - ELE 1 Scale :

1/8" = 1'-0"

12

2B

2AA

12

2B

2AA

Scale :

1/8" = 1'-0"

12

2B

14 A2-10E

SWIFT CREEK

22' - 6 7/8"

9.9:12

6.4:12

15' - 2 1/2"

12.8:12

6.4:12

12.8:12

6.4:12

6.4:12

6.4:12

6.4:12 11' - 9"

9.9:12

1/8" = 1'-0"

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

1 3/4" 1' - 0" 24' - 3 1/2"

6.4:12

6.4:12 6.4:12

6.4:12

6.4:12 6.4:12

6.4:12 6.4:12

6.4:12

6.4:12 6.4:12

6.4:12

6.4:12

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

9.9:12

Scale :

147' - 1"

24' - 3 1/2"

1' - 0" 1 3/4"

1/8" = 1'-0"

12 A2-10E

24' - 3 1/2"

Scale :

113' - 4 1/2"

LEVEL 1 - GARAGE 4 SLAB

7 A2-10E

LEVEL 1

GARAGE 4 - ELE 1

2 A2-10E

Scale :

1/8" = 1'-0"

9 A2-10E

2B

2B

No.

2B

Date

Description

LEVEL 1 LEVEL 1

GARAGE 3 - ELE 2 Scale :

1/8" = 1'-0"

GARAGE 3 - ELE 4

3 A2-10E

Scale :

1/8" = 1'-0"

GARAGE 4 - ELE 3

5 A2-10E

Scale :

1/8" = 1'-0"

8 A2-10E

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

2B 2B

75% CD SET

2B

11.08.2022 LEVEL 1

GARAGE 3 & 4

LEVEL 1 LEVEL 1

GARAGE 3 -ELE 3 Scale :

1/8" = 1'-0"

6 A2-10E

GARAGE 4 - ELE 2 Scale :

1/8" = 1'-0"

10 A2-10E

GARAGE 4 - ELE 4 Scale :

1/8" = 1'-0"

11 A2-10E

0'

4'

8'

16'

32'

COPYRIGHT

©

A2-10E

DCRA USE ONLY

ELEVATION MATERIALS A2-10J 4

" 12' - 4 61/128 13' - 5

12' - 3

12' - 11 131/256"

12' - 11 3/8"

12' - 11 27/32"

12' - 11 181/256"

12' - 11

1

33/64" 12' - 11

1

1

3/32"

21

1

1

13' -

1

1

0 11 /128 "

1

12' 4

1 1

113/ 128" 2B

1 J A2-10 5

11' - 9"

11' - 9" 11' - 9" A2-10J 9

11' - 9"

A2-10J

A2-10J 10

11

11' - 9"

11' - 9"

A2-10J

A2-10J

12

2

11' - 9"

A2-10J A2-10J

13

A2-1 0J 6

11' - 9 "

A2-10J

11' - 9 "

J A2-10

8

A2-10 J 16

LEVEL 1 A2-1 0J 17

0J

GARAGE 11 - FRONT ELE 1

18

GARAGE 11 Scale :

13' - 8 7/32"

12' - 10 67/128"

12' - 10 23/32"

1/8" = 1'-0"

Scale :

1 A2-10J 12

1/8" = 1'-0"

8 A2-10J

GARAGE 11 - FRONT ELE 2 Scale : 12

2B

1/8" = 1'-0"

9 A2-10J

2B

Architecture + Planning

13' - 8 1/1 28"

9/256" 12' - 3 9

/25 6 187 12' -

LEVEL 1

11' 9" A2-1

14' - 2

12

11' - 9"

15

4" 13' - 3 39/6

2AA

11' - 9"

14

13' - 7 225/256"

STANDARD BRICK, RUNNING BOND STANDARD BRICK, ROWLOCK COURSE STANDARD BRICK, SOLDIER COURSE FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - VERT FIBER CEMENT SIDING - HORZ FIBER CEMENT SIDING - HORZ FIBER CEMENT PANEL FIBER CEMENT TRIM - COLOR: LINK GREY METAL RAILING - COLOR: LINK GREY VINYL WINDOW - COLOR: TBD VINYL SIDING - COLOR: FROSTY WHITE GLAZED ENTRY DOOR - SINGLE GLAZED ENTRY DOOR - DOUBLE _Exterior Elevation Schedule 09 WRAPPED POST 10 2B GUTTER W/DOWNSPOUTS 11 PEDESTAL MAILBOX UNIT 12 GARAGE DOOR - STANDARD 13 14 14A

12' - 11 45/6 4"

6" 207/25

6" 195/25

1A 1B 1C 2A 2AA 2B 2BB 2C 03 04 05 06 07 08

12' - 10

65/256" 13' - 3

6" 107/25

89/128 "

6"

13' -

23' - 0" 23' - 6"

0 39/ 64"

LEVEL 1

LEVEL 1

22' - 6"

GARAGE 11 - FRONT ELE 3

22' - 0" 24' - 0"

Scale :

GARAGE 11 - FRONT ELE 4 Scale :

1/8" = 1'-0"

11 A2-10J

22' -

11' - 7 155/256"

12' - 5 27/2

65/256" 11' - 7 1 12' - 5 11 11' -

2B

12

2AA

56"

11' - 7 3

12' - 0

1/128"

43/128 "

56" 213/2

12' -

4 131 /256"

Scale :

1/8" = 1'-0"

7 A2-10J

LEVEL 1

12 A2-10J

GARAGE 11 - FRONT ELE 6 Scale :

12

2B

2B

6.9:1 2

LEVEL 1

- 0"

6.9:1 2 11.5:1 2

GARAGE 11 - FRONT ELE 7

6.9:1 2

11.5:1 2

Scale :

GARAGE 11 - ROOF

2B

2B

LEVEL 1

6.9:1 2

1 3/4"

1 3/4 " 1'

12

Scale :

1/8" = 1'-0"

1/8" = 1'-0"

13 A2-10J

GARAGE 11 - FRONT ELE 8 Scale : 12

2B

No.

GARAGE 11 - FRONT ELE 9 Scale :

LEVEL 1 2AA

Scale :

1/8" = 1'-0"

GARAGE 11 - ELE 4 Scale :

1/8" = 1'-0"

Date

Description

3 A2-10J

LEVEL 1

5 A2-10J

1/8" = 1'-0"

14 A2-10J

2B

LEVEL 1

GARAGE 11 - ELE 2

1/8" = 1'-0"

2 A2-10J

6.9:12

6.9:12

6.9:12

1' - 7"

6.9:12

1' - 7"

1 3/4"

6.9:12

12.3:12

1' - 6 7/8" 1 3/4"

12.3:12

1/8" = 1'-0"

LEVEL 1

6.9:12

12

6.9:12 1' - 7" 1 3/4"

6.9:12

6.9:12

6.9:12

6.9:12 2 11.5:1

1' - 7 1 3/128"

6.9:12

6.9:12

6.9:12 2 11.5:1

1 3/4"

6.9:12

Scale :

6.9:12

6.9:12

6.9:12

6.9:12

6.9:12

1 3/4" 1' - 7 61/256"

GARAGE 11 - FRONT ELE 5

1 3/4"

2B

9/64"

LEVEL 1 - GARAGE 11 SLAB

1' - 0"

12

SWIFT CREEK

0"

56" 12' - 0 91/2

12' - 5 13/128"

11' - 7 157/256"

12' - 5 27/256"

22' -

0"

1/8" = 1'-0"

10 A2-10J

12

1/8" = 1'-0"

LEVEL 1

15 A2-10J

2B

GARAGE 11 - FRONT ELE 10 Scale : 12

1/8" = 1'-0"

16 A2-10J

2B

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

6 A2-10J

2B

75% CD SET LEVEL 1

LEVEL 1 11.08.2022

LEVEL 1

GARAGE 11 - FRONT ELE 11 Scale :

GARAGE 11 - ELE 3 Scale :

1/8" = 1'-0"

4 A2-10J

1/8" = 1'-0"

17 A2-10J

GARAGE 11 - FRONT ELE 12 Scale :

0'

4'

8'

1/8" = 1'-0"

16'

GARAGE 11 18 A2-10J

32' COPYRIGHT

©

A2-10J

DCRA USE ONLY

2" 4' -

Architecture + Planning 4' 2" 4' 2"

5

A5-31 5

A5-31

T.O.P.

LEVEL 4 - Stair 1 Scale :

1/4" = 1'-0"

LEVEL 3 - Stair 1

4 A5-31

Scale :

1/4" = 1'-0"

3 A5-31

LEVEL 3

4' -2 "

LEVEL 2

15101 HULL STREET CHESTERFIELD,VA

SWIFT CREEK

LEVEL 4

No.

Description

4' -

LEVEL 1

Date

2"

2 3

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

A4-22

A4-22

5

75% CD SET

A5-31 5

A5-31

LEVEL 1 - Stair 1 Scale :

0'

Stair 1 Section Scale :

1/4" = 1'-0"

5 A5-31

LEVEL 2 - Stair 1 Scale :

1/4" = 1'-0"

2'

4'

8'

1/4" = 1'-0"

1 A5-31

11.08.2022

STAIR SECTION 16'

2 A5-31 COPYRIGHT

©

A5-31

DCRA USE ONLY

4

A5-50

3

A5-50

2

A5-50 4

PORCH ROOF

A5-50

Scale :

3/8" = 1'-0"

1 A5-50

Architecture + Planning LEVEL 3

LEVEL 2

Elevation 7 - a Scale :

1' - 2 1/8"

LEVEL 3

3/8" = 1'-0"

SWIFT CREEK

LEVEL 1

2 A5-50

LEVEL 3

No.

LEVEL 2

Date

Description

LEVEL 2

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

75% CD SET

11.08.2022

LEVEL 1

Section 7 Scale :

3/8" = 1'-0"

PORCH ROOF PLAN , ELEVATION & SECTION

LEVEL 1

4 A5-50

Elevation 8 - a Scale :

3/8" = 1'-0"

0'

1.33' 2.66'

5.32'

10.64'

3 A5-50

COPYRIGHT

©

A5-50

DCRA USE ONLY

A5-51 0' - 11 2'3/4" - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 2"

2A

2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' -1'0"- 112'1/4" 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 2" - 0 3/4"

0' - 102'1/2" - 0"2' - 0"2' - 0"2' - 0"2'0'- 0" - 11 3/4"

3

A6-12 2B

A5-51

4A 4D

A6-22 4B 4C

4C 4B

A6-21 4D 4A 2D

2

A6-23 2B

WRAP AROUND PORCH ROOF Scale :

5

1/8" = 1'-0"

Architecture + Planning 1 A5-51

A4-22

LEVEL 3

LEVEL 2 GARAGE ROOF

Elevation 2 - a Scale :

1/4" = 1'-0"

SWIFT CREEK

LEVEL 1

2 A5-51

5

A5-32

2

43

A4-23

A4-23 A5-51

2

A4-24

LEVEL 3

LEVEL 3

No.

Date

Description

1A

05

8' - 0"

UNIT C2.1

03 2C

LEVEL 2

LEVEL 2

Sim

1

GARAGE ROOF

AD-53.2 03

UNIT C2.1

8' - 0"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

05

75% CD SET

1A Sim

10

LEVEL 1

LEVEL 1

AD-53.2

11.08.2022

WRAP AROUND PORCH 0'

WALL SECTION BACK PORCH Scale :

1/4" = 1'-0"

4 A5-51

Elevation 1 - a Scale :

1/4" = 1'-0"

2'

4'

8'

16'

3 A5-51 COPYRIGHT

©

A5-51

DCRA USE ONLY

KITCHEN INTERIOR ELEVATION KEYNOTE KEY

DESCRIPTION

8' - 1 3/8" 7

2' - 9 3/4" W15X42 W21X42 W33X24

15" P

1 2 3 4 5 6 7 8 9 10 11

7

W15X42 W30X24 W15X42

5C

1' - 8"

6' - 2"

3

A6-11 5A

2

3' - 0"

5B

3' - 0"

3' - 0"

2

6

4 B33

B21

B15

2' - 9"

6

1

ELEVATION 5C Scale :

1/4" = 1'-0"

B15

2

9

ELEVATION 5B

5C A6-11

Scale :

B15

1/4" = 1'-0"

1

ELEVATION 5A

5B A6-11

Scale :

1/4" = 1'-0"

KITCHEN U1

5A A6-11

Scale :

1/4" = 1'-0"

5 A6-11

12' - 6 3/4" 2' - 9 3/4" 18" P

W18X42 W21X42

W33X24

W24X42

W30X24

W33X42

Architecture + Plannin

3' - 6"

7

B21

B12

1' - 0"

1

Scale :

1/4" = 1'-0"

ELEVATION 4A

4B A6-11

Scale :

1/4" = 1'-0"

KITCHEN L1

4A A6-11

Scale :

1/4" = 1'-0"

4 A6-11

12' - 3 3/4" 2' - 9 3/4" W33X24

W33X42

W30X24

W33X42

3' - 6"

18" P

3 2

1' - 8"

6' - 2"

8' - 0"

3A

9' - 1 1/8"

7

6 B33

2' - 9"

1' - 6" 1' - 6"

6

ELEVATION 3B Scale :

B33

B18

1/4" = 1'-0"

1

ELEVATION 3A

3B A6-11

Scale :

1/4" = 1'-0"

3A A6-11

KITCHEN G3 Scale :

1/4" = 1'-0"

3 A6-11

2' - 9 3/4"

3' - 6"

W18X42W27X42

W30X24

W24X42

W33X24

15" P

WF

A6-11

1' - 8"

6' - 2"

7' - 11 5/8"

3 2

2A

7

2B

15101 HULL STREET CHESTERFIELD,VA

B18

SWIFT CREEK

B33

3B

3' - 0"

4

A6-11

2

9

2 6

3' - 0"

9

BF

No.

4

2' - 6"

2' - 9"

B18

1/4" = 1'-0"

Scale :

1/4" = 1'-0"

KITCHEN G2

2A A6-11

Scale :

1/4" = 1'-0"

2 A6-11

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

14' - 10" 2' - 9 3/8" W33X24

3 W24X42 W30X24 W18X42 W33X42

W24X42

75% CD SET 7

1A

2

B24

9

Description

6

ELEVATION 2A

2B A6-11

15" P

Date

B24

1

ELEVATION 2B Scale :

B27

3' - 6"

B33

1' - 8"

B30

3' - 0"

1/4" = 1'-0"

1

6' - 2"

Scale :

9

6

ELEVATION 4B

4C A6-11

B21

9' - 1 1/8"

ELEVATION 4C

B24

3' - 0"

4' - 9"

6

3' - 0"

B33

4C

3' - 0"

3' - 0"

6

4B

A6-11

2

2

2

4A

1' - 8"

5' - 9"

6' - 2"

9' - 1 1/8"

7

9' - 1 1/8"

4

9' - 1 1/8"

3' - 6"

7

1' - 8"

9' - 1 1/8"

3

3' - 6"

W30X24

7

RANGE COUNTER TOP SINK & FAUCET DISHWASHER REFRIGERATOR 24" DEEP BASE CABINET 12" DEEP UPPER CABINET 24" DEEP UPPER CABINET 24" DEEP TALL CABINET VENT HOOD COUNTER TOP MICROWAVE

B12

B18

A6-11

11.08.2022

6

INTERIOR KITCHEN ELEVATIONS

4

B33

1

ELEVATION 1A Scale :

1/4" = 1'-0"

KITCHEN G1 1A A6-11

Scale :

1/4" = 1'-0"

1 A6-11 0'

2'

4'

8'

16' COPYRIGHT

©

A6-11

DESCRIPTION

MAN./MODEL DCRA USE ONLY

KEY

5' - 8 3/8" 5' - 8 3/8"

5' - 0 1/8"

10' - 10 3/4"

0' - 8 1/4"

9' - 1 1/8"

5A A6-21 5B

7' - 0"

5D

2' - 10"

5C

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

ELEVATION 5D Scale :

1/4" = 1'-0"

3' - 0"

1' - 0"

ELEVATION 5C

5D A6-21

Scale :

1/4" = 1'-0"

ELEVATION 5B

5C A6-21

Scale :

1/4" = 1'-0"

ELEVATION 5A

5B A6-21

Scale :

1/4" = 1'-0"

BATH T5

5A A6-21

Scale :

1/4" = 1'-0"

5 A6-21

Architecture + Planning 6' - 9 7/8"

6' - 9 7/8"

8' - 1"

11' - 2 1/4" 5' - 0"

1' - 9 7/8"

4C A6-21 4D

2' - 10"

7' - 0"

4B

4A

1' - 6" 1' - 6" 1' - 7 3/4"1' - 6 1/4" 2' - 0" 1' - 0" 2' - 0"

ELEVATION 4D Scale :

1/4" = 1'-0"

ELEVATION 4C

4D A6-21

Scale :

1/4" = 1'-0"

ELEVATION 4B

4C A6-21

Scale :

1/4" = 1'-0"

ELEVATION 4A

4B A6-21

Scale :

1/4" = 1'-0"

4A A6-21

BATH T4 ANSI Scale :

1/4" = 1'-0"

4 A6-21

9' - 5 1/4" 11' - 4 7/8" 3' - 0 3/8"

6' - 5 3/8"

5' - 0 1/2"

9' - 1 1/8"

3D

7' - 5 3/8"

3C A6-21

3A

1' - 6"

ELEVATION 3D Scale :

1/4" = 1'-0"

ELEVATION 3C

3D A6-21

Scale :

1/4" = 1'-0"

3C A6-21

2' - 10 1/4"

2' - 9"

SWIFT CREEK

2' - 10"

3B

1' - 6"

ELEVATION 3B Scale :

1/4" = 1'-0"

ELEVATION 3A

3B A6-21

Scale :

1/4" = 1'-0"

BATH T3

3A A6-21

Scale :

1/4" = 1'-0"

3 A6-21

5' - 6 5/8" 10' - 0 1/4"

5' - 6 5/8"

5' - 0"

6' - 6"

9' - 1 1/8"

2A

7' - 0"

2D A6-21

2B

2C

No.

2' - 10"

3' - 0"

ELEVATION 2D Scale :

1/4" = 1'-0"

ELEVATION 2C

2D A6-21

3' - 2"

1' - 7" 1' - 7" 1' - 6" 1' - 6"

Scale :

1/4" = 1'-0"

2C A6-21

ELEVATION 2B Scale :

1/4" = 1'-0"

3' - 1"

Scale :

1/4" = 1'-0"

BATH T2

2A A6-21

5' - 5 1/4"

Description

Scale :

1/4" = 1'-0"

2 A6-21

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

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

Date

3' - 9 1/4"

ELEVATION 2A

2B A6-21

3' - 0"

9' - 1 1/8"

75% CD SET 7' - 0"

1C 1B A6-21

1D

11.08.2022

1A

2' - 10"

0' - 6 5/8"

5' - 5 1/4"

1' - 6"

1' - 6" 1' - 6"

3' - 6"

INTERIOR BATH ELEVATIONS

1' - 0"

1' - 7"

ELEVATION 1D Scale :

1/4" = 1'-0"

1D A6-21

ELEVATION 1C Scale :

1/4" = 1'-0"

1C A6-21

ELEVATION 1B Scale :

1/4" = 1'-0"

1B A6-21

ELEVATION 1A Scale :

1/4" = 1'-0"

1A A6-21

BATH T1 Scale :

1/4" = 1'-0"

1 A6-21

0'

2'

4'

8'

16' COPYRIGHT

©

A6-21

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

HEAD

HEAD

R-21 BATT INSULATION

R-21 BATT INSULATION

CEILING

CEILING

CEILING

5/8" TYPE 'X' GYPSUM BOARD

PLAN

5/8" TYPE 'X' GYPSUM BOARD

PLAN

HEAD

R-21 BATT INSULATION

2x6 FRT FRAMING - SEE STRUCT. DRAWINGS

2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD

PLAN

2x6 FRT FRAMING SEE STRUCT. DRAWINGS

2x6 FRT FRAMING- SEE STRUCT. DRAWINGS

Architecture + Planning FLAMEBLOCK SHEATHING WEATHER BARRIER

UNIT/INTERIOR FIRE SIDE

UNIT/INTERIOR FIRE SIDE

EXTERIOR CEMENT FIBER SIDING/PANEL

BASE

BASE FLAMEBLOCK SHEATHING

FLOOR FINISH AS SCHEDULED TOP OF STRUCTURAL FLOOR SYSTEM

WEATHER BARRIER

SCALE 1" = 1'-0"

FIRE RATING: 1 HR DESIGN: UL DESIGN No. U348 R- VALUE: 15.873 U- VALUE: 0.063

FIBER CEMENT BASE

METAL BRICK TIES - SEE STRUCT. DRAWINGS

7/16" THK. 'FLAMEBLOCK' SHEATHING

FLOOR FINISH AS SCHEDULED TOP OF STRUCTURAL FLOOR SYSTEM

WEATHER BARRIER

EXTERIOR BEARING WALL

13

SCALE 1" = 1'-0"

WOOD STUD

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

EXTERIOR FIRE SIDE

BASE AS SCHEDULED

BRICK VENEER

FLOOR FINISH AS SCHEDULED TOP OF STRUCTURAL FLOOR SYSTEM

EXTERIOR WALL - CEMENT FIBERSIDING/PANEL

21

2" AIR SPACE

BASE AS SCHEDULED

BASE AS SCHEDULED

UNIT/INTERIOR FIRE SIDE

EXTERIOR

WOOD STUD

14a

FIRE RATING: 1 HR

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

DESIGN: UL DESIGN No. U348 R- VALUE: 15.873

EXTERIOR BEARING 2HR WALL - CEMENT FIBER SCALE 1" = 1'-0"

WOOD STUD

FIRE RATING: 2 HR

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

DESIGN: UL DESIGN No. U349 R- VALUE: 15.873 U- VALUE: 0.063

U- VALUE: 0.063

UNDERSIDE OF FLOOR TRUSS/STRUCTURE HEAD

R-21 BATT INSULATION

PLAN

2 LAYER - 5/8" TYPE 'X' GYPSUM BOARD

CEILING

2x6 FRT FRAMING - SEE STRUCT. DRAWINGS

FLAMEBLOCK SHEATHING WEATHER BARRIER

UNIT/INTERIOR FIRE SIDE

EXTERIOR 2" AIR SPACE

BASE AS SCHEDULED BASE FLOOR FINISH AS SCHEDULED TOP OF STRUCTURAL FLOOR SYSTEM

SWIFT CREEK

BRICK VENEER METAL BRICK TIES W/ SELF-ADHERED FLASHING - SEE STRUCT. DRAWINGS

EXTERIOR WALL

20

SCALE 1" = 1'-0"

WOOD STUD

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

FIRE RATING: 2 HR DESIGN: UL DESIGN No. U349 R- VALUE: 15.873 U- VALUE: 0.063

1' - 0 11/16" UNDERSIDE OF FLOOR TRUSS/STRUCTURE

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

FIRE BLOCKING AT TOP PLATE

CEILING

HEAD

GLASS FIBER BATT SOUND INSULATION 2x_ FRAMING (P.T. IF DIRECTLY AT CONC.) - METAL STUDS BELOW PODIUM. RC-1 DELUXE RESILIENT CHANNEL BASE AS SCHEDULED

CAST-IN-PLACE CONCRETE - SEE STRUCT. DRAWINGS

SEALANT CONTINUOUS AT PERIMETER FLOOR FINISH AS SCHEDULED

BASE

TOP OF STRUCTURAL FLOOR SYSTEM

STAIR

UNIT

PLAN

SCALE 1" = 1'-0"

7a

AT BATHROOM ONLY WITH TILE: WALL TILE WITH GROUT SET ON 1/2" FIBERGLASS FACED WATER RESISTANT GYPSUM TILE BACKER BOARD ON 5/8" FIRE RATED GYPSUM BOARD TO BE EXTENDED TO FLOOR BEHIND TUB / SHOWER PAN. CAULK TILE TO BATHTUB WITH SILICONIZED LATEX CAULK, TYPICAL

VAPOR BARRIER

3 1/2" GLASS FIBER BATT SOUND INSULATION

1/2" AIR SPACE PLAN CMU BLOCK - SEE STRUCT. DRAWINGS

BASE AS SCHEDULED

7/16" OSB (SHEAR WALL ONLY)

SEALANT CONTINUOUS AT PERIMETER

BASE AS SCHEDULED SEALANT CONTINUOUS AT PERIMETER FLOOR FINISH AS SCHEDULED

BASE

5

STAIRWELL WALL SCALE 1" = 1'-0"

W/ METAL STUD @ CORRIDOR

FLOOR FINISH AS SCHEDULED

BASE

THERMAFIBER FIRE SAFING TO BE INSTALLED AT EACH FLOOR LEVEL

CAST-IN-PLACE CONCRETE WALL

2x_ FRAMING (P.T. IF IN CONTACT WITH CMU) - METAL STUDS BELOW PODIUM.

2 x FRAMING - SEE STRUCT. DRAWINGS

TOP OF STRUCTURAL FLOOR SYSTEM

6

5/8" TYPE 'X' GYPSUM BOARD R-21 BATT INSULATION

TWO LAYERS OF 1" GYPSUM BOARD WITH VERTICAL EDGES FRICTION FIT INTO "H" STUDS

1" AIR SPACE

W/ FURRING @ CORRIDOR

SCALE 1" = 1'-0"

SEALANT CONTINUOUS AT PERIMETER

5/8" TYPE 'X' GYPSUM BOARD

CAST-IN-PLACE CONCRETE WALL

7

CEILING

HEAD

SEALANT CONTINUOUS AT PERIMETER

5/8" TYPE 'X' GYPSUM BOARD

PLAN

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

CEILING

HEAD

SEALANT CONTINUOUS AT PERIMETER VAPOR BARRIER 1/2" AIR SPACE

11a / 11b 11 / 11c / 11d

TOP OF STRUCTURAL FLOOR SYSTEM

CMU WALL SCALE 1" = 1'-0"

5a

8"

CMU WALL SCALE 1" = 1'-0"

2x4 FRAMING

8" W/ FURRING

No.

STAIRWELL WALL (SHEAR)

6a

SCALE 1" = 1'-0"

Date

Description

2x4 FRAMING

FIRE RATING: 2 HR DESIGN: IBC TABLE 721.2.1.1

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

STC RATING: 63 SOUND TEST: HUD NOISE NOTEBOOK CHAP. 4

UNDERSIDE OF FLOOR TRUSS/STRUCTURE HEAD

HEAD MINERAL WOOL FIRE BLOCKING

5/8" GYPSUM BOARD EACH SIDE 2 x FRAMING

7/16" OSB (SHEAR WALL ONLY)

AT BATHROOM ONLY WITH TILE: WALL TILE W/ GROUT SET ON 1/2" FIBERGLASS FACED WATER RESISTANT GYPSUM TILE BACKER BOARD, TYP.

UNIT/INTERIOR

CORRIDOR RESILIENT CHANNEL

SEALANT CONTINUOUS AT PERIMETER

BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED

BASE

TOP OF STRUCTURAL FLOOR SYSTEM

4

INTERIOR CORRIDOR WALL SCALE 1" = 1'-0"

4a

INTERIOR CORRIDOR (SHEAR) WALL SCALE 1" = 1'-0"

4b REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

2x4 FRAMING

2x4 FRAMING

INTERIOR CORRIDOR WALL SCALE 1" = 1'-0"

- ONLY ATTACH FIRE BLOCKING ON ONE SIDE - SEAL ALL PENETRATIONS THROUGH THESE PARTITIONS - DO NOT ALLOW BACK TO BACK ELECTRICAL OR LOW VOLTAGE JBOXES - USE PUTTY PADS ON THE BACK OF ALL OUTLET BAXES - DO NOT ALLOW TVS OR SPEAKERS TO BE MOUNTED ON THE WALL.

DESIGN: UL DESIGN No. U311 STC RATING: 50 SOUND TEST: TL-93-098

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

PLAN

1" AIR SPACE

AT BATHROOM ONLY WITH TILE: WALL TILE WITH GROUT SET ON 1/2" FIBERGLASS FACED WATER RESISTANT GYPSUM TILE BACKER BOARD, TYPICAL

BASE AS SCHEDULED

BASE AS SCHEDULED

SEALANT CONTINUOUS AT PERIMETER

SEALANT CONTINUOUS AT PERIMETER

FLOOR FINISH AS SCHEDULED

PRESSURE-TREATED PLATE AT CONCRETE FLOOR ONLY

UNIT SEPARATION WALL

3a

2x4 FRAMING

2

2x6 FRAMING

2a

DESIGN: UL DESIGN No. U341 GA FILE No. WP 5508 STC RATING: 58

SCALE 1" = 1'-0"

NON-RATED INTERIOR WALL

2b

SCALE 1" = 1'-0"

R-VALUE : 16.393 U-VALUE : 0.061

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

11.08.2022

3 1/2" WOOD STUDS

WALL/PARTITION TYPES

INTERIOR BEARING WALL SCALE 1" = 1'-0"

1b

2x6 FRAMING

GYP. BD. ON 1 SIDE

TOP OF STRUCTURAL FLOOR SYSTEM

INTERIOR BEARING WALL

1a

NON-RATED INTERIOR WALL

75% CD SET

FLOOR FINISH AS SCHEDULED

PRESSURE-TREATED PLATE AT CONCRETE FLOOR ONLY

2x4 FRAMING

SCALE 1" = 1'-0"

7/16" OSB (SHEAR WALL ONLY)

BASE

NON-RATED INTERIOR WALL SCALE 1" = 1'-0"

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

SEALANT CONTINUOUS AT PERIMETER

1

FIRE RATING: 1 HR

SOUND TEST: TL-93-262

STC RATING: 64

BASE AS SCHEDULED

TOP OF STRUCTURAL FLOOR SYSTEM

UNIT SEPARATION WALL SCALE 1" = 1'-0"

PLAN

FLOOR FINISH AS SCHEDULED

BASE

TOP OF STRUCTURAL FLOOR SYSTEM

SCALE 1" = 1'-0"

DESIGN: UL DES No. U905

SEALANT CONTINUOUS AT PERIMETER 5/8" GYPSUM BOARD EACH SIDE WOOD FRAMING

5/8" GYPSUM BOARD EACH SIDE 2 x FRAMING

7/16" OSB

3

HEAD

SEALANT CONTINUOUS AT PERIMETER

5/8" TYPE 'X' GYPSUM BOARD 2 x FRAMING - SEE STRUCT. DRAWINGS

BASE

FIRE RATING: 2 HR

UNDERSIDE OF FLOOR TRUSS/STRUCTURE CEILING

CEILING

2x6 FRAMING FIRE RATING: 1 HR

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

3 1/2" GLASS FIBER BATT SOUND INSULATION

AT BATHROOM ONLY WITH TILE: WALL TILE WITH GROUT SET ON 1/2" FIBERGLASS FACED WATER RESISTANT GYPSUM TILE BACKER BOARD ON 5/8" FIRE RATED GYPSUM BOARD TO BE EXTENDED TO FLOOR BEHIND TUB / SHOWER PAN. CAULK TILE TO BATHTUB WITH SILICONIZED LATEX CAULK, TYPICAL

WOOD STUDS - WHEN LOAD BEARING, 1-HOUR FIRE RATED PER UL No. U305

SOUND TEST: NCMA TEK 13-1C

SEALANT CONTINUOUS AT PERIMETER

FIRE-BLOCKING HORIZONTAL EVERY 10'-0" O.C. WITH APPROVED MATERIALS PER IBC PLAN 2012 SECTION 718.2.1 AND 718.2.1.1

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

HEAD

CEILING

R-13 3 1/2" GLASS FIBER BATT SOUND INSULATION

PLAN

DESIGN: UL DESIGN No. U375

UNDERSIDE OF FLOOR TRUSS/STRUCTURE

CEILING SEALANT CONTINUOUS AT PERIMETER

FIRE RATING: 2 HR

REFER TO FIRE RATED ASSEMBLY FOR ACCEPTABLE GYPSUM BOARD

5 1/2" WOOD STUDS

INTERIOR BEARING WALL SCALE 1" = 1'-0"

1c

GYP. BD. ON 1 SIDE

INT BEARING SHEAR WALL SCALE 1" = 1'-0"

*FOR INDIVIDUALLY PROTECTED STEEL COLUMNS REFERENCE UL Y616.

FIRE RATING: 1 HR DESIGN: UL No. 305 STC RATING: SOUND TEST: COPYRIGHT

©

AD-01

DCRA USE ONLY

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

0' - 5 1/2"

0' - 2 3/8"

WEATHER BARRIER ON 7/16'' THK. OSB SHEATHING

0' - 0 1/2"

0' - 3 5/8"

SELF-ADHERED FLASHING

WINDOW (SEE SCHEDULE)

BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT)

AIR SPACE

MORTAR NET (FILL GAP COMPLETELY)

SELF-ADHERED FLASHING EXTEND INTO ROUGH OPENING & TURN-UP JAMBS ACOUSTICAL SEALANT AT WINDOW PERIMETER

BACKER ROD & SEALANT

LAP WEATHER BARRIER OVER FLASHING

5/8" THK. GYPSUM BOARD ON 2”x6” WOOD STUDS W/ R-19 BATT INSULATION

ALUM J - TRIM

SELF-ADHERED FLEX FLASHING, EXTEND INTO ROUGH OPENING & TURNUPJAMBS

WINDOW SILL AND APRON 5 _ " THK GYPSUM BOARD ON 8

2X WOOD STUDS WITH R-19 BATT INSULATION

SIDING (SEE ELEVATION)

WOOD HEADER (SEE STRUCTURAL)

WEEP OPENING

ZIP WALL SYSTEM

BRICK SOLDIER COURSE

PT 2X SILL PLATE STARTER STRIP

SILL SEALER

SELF-ADHERED FLASHING OVER WINDOW NAILING FLANGE

WOOD BASE SEALANT

CONC SLAB ON GRADE (SEE STRUCT DWG)

METAL FLASHING

FLOOR LEVEL

METAL FLASHING WITH DRIP EDGE

SHIM AS REQUIRED

SLOPE

CONTINUOUS SEALANT

GALV. STEEL LINTEL (SEE STRUCT. DWGS.)

BACKER ROD & SEALANT BRICK RETURN BEYOND WINDOW (SEE SCHEDULE)

VAPOR BARRIER 2" THK PERIMETER RIGID INSULATION (2'-0" HORIZ)

2" THK R-10 (MIN) RIGID INSULATION. EXTEND 24" MIN BELOW SLAB.

SECTION DETAIL - BALCONY SLAB ON GRADE GRADE BEAM (SEE STRUCT DWG)

Scale :

1" = 1'-0"

INTERIOR

EXTERIOR

WINDOW HEAD DETAIL

8 AD-53.0

Scale :

3" = 1'-0"

4 AD-53.0

Architecture + Planning

1" AIR SPACE 3 1/2" GLASS FIBER BATT SOUND INSULATION TWO LAYERS OF 1" GYPSUM BOARD WITH VERTICAL EDGES FRICTION FIT INTO "H" STUDS

3'-6" GUARDRAIL HEIGHT

5/8" TYPE 'X' GYPSUM BOARD 1" GYPSUM BOARD SURROUNDING DOOR FRAME 2 x FRAMING - SEE STRUCT. DRAWINGS

2x8 PT EDGE DECKING 42" HIGH METAL GUARDRAIL

PT WOOD BLOCKING PT WOOD DECKING

METAL C-CHANNEL

METAL FLASHING WITH DRIP EDGE

1 1/4"

HOLLOW METAL FRAME

FLOOR LEVEL 5" FIBERCEMENT TRIM

DOOR (SEE SCHEDULE) 12" FIBERCEMENT TRIM

PT 2"x_ WOOD JOIST (SEE STRUCT DWGS) PT CANTILEVERED BEAM (SEE STRUCT DWGS) JOIST HANGER (SEE STRUCT DWGS)

DOOR HEAD @ STAIRWELL TYP

SECTION DETAIL @ WOOD FRAMED BALCONY Scale 1" = 1'-0" : DOOR (SEE SCHEDULE)

1/2" MAX

P.T. SHIM AS REQ'D.

Scale :

7 AD-53.0

3" = 1'-0"

DOOR SILL (ADA COMP.)

DOOR (SEE SCHEDULE)

PROVIDE EXTENDING DOOR PAN TO FULL WIDTH OF DOOR THRESHOLD SEALANT AT THRESHOLD

HOLLOW METAL FRAME

3 AD-53.0

SWIFT CREEK

1'-5"

PT BEAM (SEE STRUCT DWGS)

METAL C-CHANNEL

P.T WOOD DECKING

2 x FRAMING - SEE STRUCT. DRAWINGS 1" GYPSUM BOARD SURROUNDING DOOR FRAME

2 PIECES METAL FLASHING TURN 2" UNDER THRESHOLD SET IN MASTIC 1" MIN. DRIP EDGE

5/8" TYPE 'X' GYPSUM BOARD TWO LAYERS OF 1" GYPSUM BOARD WITH VERTICAL EDGES FRICTION FIT INTO "H" STUDS

WOOD LEDGER (SEE STRUC. DWG.) PEEL & STICK FLEXIBLE FLASHING

3 1/2" GLASS FIBER BATT SOUND INSULATION 1" AIR SPACE

METAL FLASHING WALL FINISH (SEE ELEVATION)

TYP. SWING DOOR SILL DET. @ BALCONY Scale : P RA

W

P RA

P RA

W

P RA

O RY S, D ON OC' S ON MA R L VE ER AT NEE EMO PAP OF A VE T R SE LET RE NO LEA CAL IN A RE RTI ING VE ASH N FL OW SH

P RA

W

No.

Date

Description

P RA

W

P RA

W

W

P RA W

P RA

W

P RA

W

P RA

W

P RA

W

W

P RA

DO NOT APPLY SEALANT ALONG WINDOW SILL OR BOTTOM NAILING FLANGE

O RY S, D ON OC' S ON MA R L VE ER AT NEE EMO PAP OF A VE T R SE LET RE NO LEA CAL IN A RE RTI ING VE ASH N FL OW SH

P RA

P RA

W

P RA

P RA

DO Y NR 'S, SO LOC E ON A V ER M R AT NEE EMO PAP OF A VE T R SE LET RE NO LEA CAL IN A RE RTI ING VE ASH N FL OW SH

P RA

W

P RA W

0' - 1" TYPICAL

W

P RA

TYPICAL FENESTRATION DETAIL - STEP 3

W

P RA

P RA

W

0' - 8"

P RA

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

1" TYPICAL

MIN.

W

P RA

0' - 1" TYPICAL

INSTALL WOOD BLOCKING

W

W

P RA

P RA

W

P RA

W

75% CD SET

P RA

P RA

W

P RA W

P RA

11.08.2022

TYPICAL DOOR AND WINDOW DETAILS

0' - 4" MIN. 6" MAX. W

TYPICAL FENESTRATION DETAIL - STEP 4

P RA

LIFT FLAPS AND TAPE AS SHOWN, TYPICAL

INSTALL DIAGONAL STRIPS OF SILL FLASHING MEMBRANE OVER BUILDING WRAP FIRST, TYPICAL

W

W

TYPICAL FENESTRATION DETAIL - STEP 5

W

W

INSTALL SILL FLASHING AND BACK DAM AGAINST WD. BLOCKING AND TURN UP SIDE JAMBS AS SHOWN, TYPICAL

0' - 1" TYPICAL

P RA

P RA

W

0' - 6"

W

INSTALL 7" WIDE FLASHING, NAILING FLANGE STRIPS ALONG JAMBS FIRST, AS SHOWN

RELEASE BOTTOM CORNER FLAPS AND TAPE SEAMS WITH BUILDING WRAP MANUF. STANDARD SEAM TAPE, TYPICAL

SS TERM'N. BAR, TYPICAL AT ALL NONSHINGLED LEADING EDGES

TYPICAL FENESTRATION DETAIL - STEP 6

W

0' - 6"

W

P RA

P RA

0' - 7" MIN. TYPICAL

P RA

P RA

0' - 6"

0' - 3" MIN. TYPICAL

SILL FLASHING INSTALLED PER DETAIL SECTIONS

W

0' - 7" MIN. TYPICAL

W

W

3" = 1'-0"

P RA

INSTALL 9" HEAD STRIP FLASHING AFTER JAMB STRIPS ARE INSTALLED

W

W

P RA

W

N. MI 6" /25 .

AX "M

0' - 3" MIN. TYPICAL

P RA

W

P RA

1 25

WRAP TAPE INSIDE JAMB FOR CONTINUOUS INTERIOR AIR SEAL AT PERIMETER OF WINDOW, MINIMUM 4" TYPICAL

W

APPLY A SMALL DOT OF SEALANT AT EACH WINDOW CORNER AFTER JAMB AND HEAD FLASHING ARE INSTALLED, TYPICAL

W

APPLY S-3 SEALANT AROUND FACE OF SHEATHING ALONG JAMBS AND HEAD OF WINDOW, NAILING FLANGES WHILE SEATING WINDOW

-4

P RA

APPLY A SMALL DOT OF SEALANT AT EACH WINDOW CORNER AFTER JAMB AND HEAD FLASHING ARE INSTALLED, TYPICAL

P RA

-3

W

P RA

W

Scale :

1'

P RA

W

P RA

P RA

6 AD-53.0

2 AD-53.0

1'

W

0' - 9" MIN. TYPICAL

W

0' - 9" MIN. TYPICAL

W

3" = 1'-0"

DOOR JAMB @ STAIRWELL WALL TYP

P RA

W

TYPICAL FENESTRATION DETAIL - STEP 2

P RA

TYPICAL FENESTRATION DETAIL - STEP 1

WINDOW WATERPROOFING Scale :

1/2" = 1'-0"

1 AD-53.0 COPYRIGHT

©

AD-53.0

DCRA USE ONLY

SEALANT SEALANT

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

WINDOW (SEE SCHEDULE)

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

SELF-ADHERED BACK DAM FLASHING

DOOR (SEE SCHEDULE)

J CHANNEL

WINDOW SILL 5/8" THK. GYPSUM BOARD

BACKER ROD & SEALANT BRICK ROWLOCK SILL THRU-WALL FLEX FLASHING WEEP SS DRIP WITH HEMMED EDGE R-21 BATT INSULATION WEATHER BARRIER ON OSB SHEATHING THRU-WALL FLEX FLASHING SS DRIP WITH HEMMED EDGE METAL FLASHING BRICK TIE WOOD FINISH METAL PANEL

WINDOW SILL

FLOOR FINISH GYPCRETE

5/8" THK. GYPSUM BOARD

WEATHER BARRIER ON OSB SHEATHING

WOOD BASE

WOOD BASE

R-21 BATT INSULATION

FLOOR FINISH GYPCRETE

FIBER CEMENT SIDING

SEALANT

WINDOW (SEE SCHEDULE)

FLOOR FINISH GYPCRETE

GALVANIZED METAL HANGER

WINDOW (SEE SCHEDULE)

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

BACKER ROD & SEALANT

BRICK ROWLOCK SILL THRU-WALL FLEX FLASHING

WINDOW SILL 5/8" THK. GYPSUM BOARD

WEEP SS DRIP WITH HEMMED EDGE

WOOD BASE

R-21 BATT INSULATION

FLOOR FINISH GYPCRETE

WEATHER BARRIER ON OSB SHEATHING

BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT)

R-21 BATT INSULATION

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADER

STARTER STRIP LAP FLASHING

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT) CONTINUOUS WEATHER BARRIER AT WALL SHEATHING PRIOR TO BALCONY FRAMING SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

BRICK TIE BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT) MORTAR NET BRICK SOLDIER COURSE R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

DOOR (SEE SCHEDULE)

BACKER ROD & SEALANT

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

FLEX. FLASHING STEEL LINTEL (SEE STRUC. DWG.) WEEP METAL DRIP EDGE BACKER ROD & SEALANT

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADERS

MORTAR NET BRICK SOLDIER COURSE FLEX. FLASHING STEEL LINTEL (SEE STRUC. DWG.) WEEP METAL DRIP EDGE BACKER ROD & SEALANT

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADERS

WINDOW (SEE SCHEDULE)

WINDOW (SEE SCHEDULE)

WINDOW (SEE SCHEDULE)

Architecture + Planning

WOOD FLR/ FIBER CEMENT SIDING Scale :

SEALANT

1" = 1'-0"

23 AD-53.2

BALCONY CONNECTION/ FIBER CEMENT PANEL Scale :

1" = 1'-0"

14 AD-53.2

PORCH ROOF CONNECTION/ BRICK VENEER Scale :

1" = 1'-0"

WOOD FLR/ BRICK VENEER

8 AD-53.2

Scale :

1" = 1'-0"

3 AD-53.2

WINDOW (SEE SCHEDULE)

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

SEALANT SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

J CHANNEL

WINDOW SILL 5/8" THK. GYPSUM BOARD

WEATHER BARRIER ON OSB SHEATHING

R-21 BATT INSULATION

WOOD BASE FLOOR FINISH GYPCRETE

WOOD FINISH METAL PANEL

WINDOW SILL 5/8" THK. GYPSUM BOARD R-21 BATT INSULATION FLOOR FINISH SLAB ON GRADE CONCRETE FLOOR (SEE STRUC. DWG.) VAPOR BARRIER

WINDOW (SEE SCHEDULE) SEALANT

SELF-ADHERED BACK DAM FLASHING

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

BACKER ROD & SEALANT BRICK ROWLOCK SILL

WINDOW SILL

WINDOW (SEE SCHEDULE) SELF-ADHERED BACK DAM FLASHING

FLOOR FINISH SLAB ON GRADE CONCRETE FLOOR (SEE STRUC. DWG.) VAPOR BARRIER

FIBER CEMENT TRIM

5/8" THK. GYPSUM BOARD

THRU-WALL FLASHING

R-21 BATT INSULATION BRICK TIE

WOOD BASE

WEATHER BARRIER ON OSB SHEATHING

FLOOR FINISH GYPCRETE

GLASS DOOR

GRADE FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

MORTAR NET WEATHER BARRIER ON OSB SHEATHING

GROUT SOLID WEEP THRU-WALL FLASHING

GRAVEL FILL GRADE

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

GRAVEL FILL 2" THK. RIGID INSULATION (2'-0" HOR. & VERTICAL)

STARTER STRIP LAP FLASHING

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADER

2" THK. RIGID INSULATION (2'-0" HOR. & VERTICAL)

WATERPROOFING MEMBRANE CONCRETE FOUNDATION (SEE STRUC. DWG.)

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADER

BACKER ROD & SEALANT WINDOW (SEE SCHEDULE)

PORCH ROOF CONNECTION/ FIBER CEMENT SIDING Scale :

1" = 1'-0"

21 AD-53.2

CONCRETE FOUNDATION (SEE STRUC. DWG.)

FOUNDATION WINDOW SILL/ BRICK VENEER Scale :

1" = 1'-0"

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

DOOR (SEE SCHEDULE)

WOOD FLR/ FIBER CEMENT PANEL

10 AD-53.2

SWIFT CREEK

FIBER CEMENT SIDING

Scale :

1" = 1'-0"

FOUNDATION TO SIDEWALK

6 AD-53.2

Scale :

1" = 1'-0"

2 AD-53.2

No. SEALANT SEALANT SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

DOOR (SEE SCHEDULE) FLOOR FINISH SLAB ON GRADE CONCRETE FLOOR (SEE STRUC. DWG.) VAPOR BARRIER

WINDOW SILL 5/8" THK. GYPSUM BOARD WOOD BASE

FLOOR FINISH SLAB ON GRADE CONCRETE FLOOR (SEE STRUC. DWG.) VAPOR BARRIER

WINDOW (SEE SCHEDULE) SELF-ADHERED BACK DAM FLASHING

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

WINDOW SILL FIBER CEMENT TRIM

5/8" THK. GYPSUM BOARD

R-21 BATT INSULATION WEATHER BARRIER ON OSB SHEATHING

WINDOW (SEE SCHEDULE)

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

SELF-ADHERED BACK DAM FLASHING

WINDOW SILL

FIBER CEMENT TRIM

5/8" THK. GYPSUM BOARD

R-21 BATT INSULATION WOOD BASE

FLOOR FINISH GYPCRETE

FLOOR FINISH GYPCRETE

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT) SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

FIBER CEMENT TRIM

R-21 BATT INSULATION

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT) WEATHER BARRIER ON OSB SHEATHING

CONCRETE FOUNDATION (SEE STRUC. DWG.)

GRAVEL FILL

FOUNDATION TO BALCONY/ DOOR Scale :

1" = 1'-0"

16 AD-53.2

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

CONCRETE FOUNDATION (SEE STRUC. DWG.)

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADERS

FOUNDATION TO BALCONY/ WINDOW SILL Scale :

1" = 1'-0"

Description

SELF-ADHERED BACK DAM FLASHING

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

GALVANIZED METAL HANGER

2" THK. RIGID INSULATION (2'-0" HOR. & VERTICAL)

Date

WINDOW (SEE SCHEDULE)

WOOD BASE

GRAVEL FILL 2" THK. RIGID INSULATION (2'-0" HOR. & VERTICAL)

SEALANT

9 AD-53.2

75% CD SET

CONTINUOUS WEATHER BARRIER AT WALL SHEATHING PRIOR TO BALCONY FRAMING

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

BALCONY CONNECTION/ FIBER CEMENT PANEL Scale :

1" = 1'-0"

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADER

4 AD-53.2

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

11.08.2022

DETAILS

WINDOW (SEE SCHEDULE)

WOOD FLR/ FIBER CEMENT PANEL Scale :

1" = 1'-0"

1 AD-53.2 COPYRIGHT

©

AD-53.2

DCRA USE ONLY

METAL CAP SEALANT RAILING

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

BRICK ROWLOCK SILL THRU-WALL FLEX FLASHING

2X BLOCKING RAILING BALCONY FIBER CEMENT TRIM

J CHANNEL VINYL SIDING

BRICK ROWLOCK BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT) SS DRIP WITH HEMMED EDGE

WINDOW SILL 5/8" THK. GYPSUM BOARD

WEEP SS DRIP WITH HEMMED EDGE WEATHER BARRIER ON SHEATHING SS DRIP WITH HEMMED EDGE METAL FLASHING

ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR

WOOD BASE

WOOD FINISH METAL PANEL

FLOOR FINISH GYPCRETE

OSD SHEATHING WOOD TRUSS

WEATHER BARRIER ON OSB WOOD FINISH METAL PANEL SHEATHING

BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT) BRICK TIE (SEE STRUCT)

BRICK TIE MORTAR NET

MORTAR NET BRICK SOLDIER COURSE HEADER FLEX. FLASHING RELIEVING ANGLE (SEE STRUC. DWG.) WEEP OPENING METAL DRIP EDGE

J CHANNEL PANEL SIDING

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADER

FIBER CEMENT SIDING STARTER STRIP LAP FLASHING

BRICK SOLDIER COURSE FLEX. FLASHING STEEL LINTEL (SEE STRUC. DWG.)

WEEP SS DRIP WITH HEMMED EDGE BACKER ROD & SEALANT

Architecture + Planning

WINDOW (SEE SCHEDULE)

PORCH ROOF/ BALCONY/ FIBER CEMENT SIDING Scale :

PORCH ROOF/ BALCONY/ BRICK VENEER

9 AD-53.3

1" = 1'-0"

Scale :

1" = 1'-0"

6 AD-53.3

PORCH ROOF CONNECTION/ BRICK VENEER Scale :

1" = 1'-0"

3 AD-53.3

METAL FLASHING BRICK ROWLOCK SILL WEEP

RAILING METAL FLASHING

THRU-WALL FLEX FLASHING METAL FLASHING

RAILING FIBER CEMENT TRIM

FIBER CEMENT TRIM FIBER CEMENT TRIM ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR

ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR

ASPHALT ROOF SHINGLES

ROOF TRUSS

WATERPROOFING MEMBRANE

ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR WATERPROOFING MEMBRANE

METAL DRIP EDGE OSB SHEATHING TRIM

3/4" PLYWOOD WOOD TRUSS

WATERPROOFING MEMBRANE OSB SHEATHING

METAL DRIP EDGE OSD SHEATHING FASCIA BOARD GUTTER

WOOD TRUSS

5/8" THK. GYPSUM BOARD

WEATHER BARRIER ON OSB SHEATHING

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

FIBER CEMENT SOFFIT BD.

BRICK VENEER WALL FINISH (SEE ELEV. FOR EXTENT)

WEATHER BARRIER ON OSB SHEATHING

BRICK TIE

5/8" TYPE 'C' GYP. BD. WOOD ROOF TRUSS J CHANNEL FIBER CEMENT SIDING WEATHER BARRIER ON OSB SHEATHING R-21 BATT INSULATION

MORTAR NET BRICK SOLDIER COURSE

J CHANNEL FIBER CEMENT SIDING

FIBER CEMENT SIDING

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE

WEEP SS DRIP WITH HEMMED EDGE STEEL LINTEL (SEE STRUC. DWG.)

PORCH ROOF/ BALCONY/ FIBER CEMENT PANEL Scale :

1" = 1'-0"

11 AD-53.3

PORCH ROOF/ BALCONY/ BRICK VENEER Scale :

8 AD-53.3

1" = 1'-0"

BACK POUCH ROOF COLUNM CONNECTION Scale :

1" = 1'-0"

ROOF OVER HANG

5 AD-53.3

Scale :

1" = 1'-0"

2 AD-53.3

SWIFT CREEK

FLEX. FLASHING

No. SEALANT SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

WOOD FINISH METAL PANEL

WINDOW SILL 5/8" THK. GYPSUM BOARD

CONNECTION PLATE

WOOD BASE FLOOR FINISH GYPCRETE

Date

Description

WINDOW (SEE SCHEDULE) SEALANT

J CHANNEL FIBER CEMENT SIDING WEATHER BARRIER ON SHEATHING STARTER STRIP ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR OSB SHEATHING

SELF-ADHERED FLEX FLASHING - EXTEND INTO ROUGH OPENING & TURN-UP JAMBS

WINDOW (SEE SCHEDULE)

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

SELF-ADHERED BACK DAM FLASHING

METAL THRU-WALL FLASHING

WINDOW SILL 5/8" THK. GYPSUM BOARD

WOOD BASE

ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR

FIBER CEMENT TRIM METAL DRIP EDGE BRICK ROWLOCK

FLOOR FINISH GYPCRETE

WOOD TRUSS

WEATHER BARRIER ON OSB SEATHING

OSD SHEATHING WOOD TRUSS

R38 BATT INSULATION

WOOD TRUSS WEATHER BARRIER ON SHEATHING

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL

R-13 BATT INSULATION TO BE HELD AT LEAST 1" FROM RC CHANNEL 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADERS

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL WINDOW HEADERS

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE

J CHANNEL 1/2" RESILIENT CHANNEL (RC-1) AT 12" O.C. 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL PANEL SIDING METAL DRIP EDGE GYP BOARD

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

BRICK TIE MORTAR NET BRICK SOLDIER COURSE HEADERS

75% CD SET

FLEX. FLASHING WEEP OPENING THRU-WALL FLEX FLASHING W/ SS DRIP WITH HEMMED EDGE STEEL LINTEL (SEE STRUC. DWG.)

11.08.2022

FIBER CEMENT TRIM

DETAILS

WINDOW (SEE SCHEDULE)

FRONT POUCH ROOF COLUNM CONNECTION Scale :

1" = 1'-0"

10 AD-53.3

PORCH ROOF CONNECTION/ FIBER CEMENT SIDING Scale :

1" = 1'-0"

7 AD-53.3

PORCH ROOF CONNECTION/ FIBER CEMENT PANEL Scale :

1" = 1'-0"

4 AD-53.3

BRICK VENEER/ BALCONY TOP OPENING Scale :

1" = 1'-0"

1 AD-53.3 COPYRIGHT

©

AD-53.3

DCRA USE ONLY

Achitecture + Planning

5/8" TYPE 'C' GYP. BD.

WOOD TRUSS

ASPHALT ROOF SHINGLES OVER UNDERLAYMENT PER MFR

WOOD TRUSS

WATERPROOFING MEMBRANE

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

WOOD TRUSS

3/4" PLYWOOD WOOD TRUSS

METAL DRIP EDGE

J CHANNEL

TRIM

5/8" THK. GYPSUM BOARD

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

WEATHER BARRIER ON OSB SHEATHING

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

WEATHER BARRIER ON OSB SHEATHING

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM 5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

WINDOW (SEE SCHEDULE) PANEL SIDING

5/8" THK. GYPSUM BOARD

WEATHER BARRIER ON OSB SHEATHING FIBER CEMENT PANEL (SEE ELEV FOR EXTENT) SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE FIBER CEMENT TRIM

DOOR (SEE SCHEDULE) LAP FLASHING

5/8" THK. GYPSUM BOARD WEATHER BARRIER ON 1/2" FRT PLYWOOD SHEATHING

WINDOW HEADERS

BACKER ROD & SEALANT WINDOW (SEE SCHEDULE)

SWIFT CREEK

WOOD TRUSS

1/2" PLYWOOD 1/2" RESILIENT CHANNEL (RC-1) AT 12" O.C.

LAP FLASHING

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

BACKER ROD & SEALANT WINDOW (SEE SCHEDULE)

WINDOW HEADERS

20 Scale :

1" = 1'-0"

17

10 AD-53.4

Scale :

1" = 1'-0"

14

6 AD-53.4

Scale :

1" = 1'-0"

7

4 AD-53.4

Scale :

1" = 1'-0"

2 AD-53.4

No.

WOOD TRUSS

PANEL SIDING

WEATHER BARRIER ON OSB SHEATHING LAP FLASHING

WOOD ROOF TRUSS

FIBER CEMENT PANEL (SEE ELEV FOR EXTENT)

METAL THRU-WALL FLASHING METAL DRIP EDGE BRICK ROWLOCK BRICK SOLDIER COURSE

WEATHER BARRIER ON OSB SHEATHING

R-21 BATT INSULATION LAP FLASHING WOOD TRUSS

METAL THRU-WALL FLASHING

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL 5/8" THK. GYPSUM BOARD

R-21 BATT INSULATION

METAL DRIP EDGE R38 BATT INSULATION 5/8" THK. GYPSUM BOARD

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

WEATHER BARRIER ON OSB SHEATHING

WEATHER BARRIER ON OSB SHEATHING

BRICK TIE W/ SELF-ADHERING FLASHING

BRICK ROWLOCK MORTAR NET BRICK SOLDIER COURSE HEADER FLEX. FLASHING RELIEVING ANGLE (SEE STRUC. DWG.) WEEP OPENING METAL DRIP EDGE

R-21 BATT INSULATION LAP FLASHING

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

SELF-ADHERING THRUWALL FLASHING W/ MTL DRIP EDGE

METAL THRU-WALL FLASHING

FIBER CEMENT TRIM

METAL DRIP EDGE

DOOR (SEE SCHEDULE)

BRICK ROWLOCK MORTAR NET BRICK SOLDIER COURSE

R38 BATT INSULATION

MORTAR NET FLEX. FLASHING STEEL LINTEL (SEE STRUC. DWG.) WEEP METAL DRIP EDGE BACKER ROD & SEALANT WINDOW (SEE SCHEDULE)

WOOD TRUSS

5/8" THK GYPSUM BOARD CEILING ON RC CHANNEL

WINDOW HEADERS

75% CD SET

FLEX. FLASHING STEEL LINTEL (SEE STRUC. DWG.) WEEP METAL DRIP EDGE BACKER ROD & SEALANT WINDOW (SEE SCHEDULE)

11.08.2022

DETAILS

WINDOW HEADER

6 Scale :

1" = 1'-0"

7 AD-53.4

16 Scale :

1" = 1'-0"

Description

WOOD ROOF TRUSS

FIBER CEMENT SIDING FIBER CEMENT SIDING

Date

5 AD-53.4

1 Scale :

1" = 1'-0"

3 AD-53.4

9 Scale :

1" = 1'-0"

1 AD-53.4 COPYRIGHT

©

AD-53.4