B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-85_-91__of_191.pdf

F.F.E. SECOND

110' - 7"

ENTRANCE

100' - 3"

EE EF

NEW CONC. PORCH DECK ON STEEL FRAMING

- RE: STRUCT. FOR DECK AND FRAMING

NEW EIFS SOFFIT & TRIM

CONC. STOOP AND FOUNDATION

- RE: STRUCT.

NEW EIFS SOFFIT

PRE-FINISHED STANDING SEAM METAL ROOF

SYSTEM OVER ICE & WATER SHIELD OVER 1/2"

PLYWOOD ROOF DECK OVER METAL DECK.

RE: STRUCT. FOR DECK AND FRAMING

NEW MASONRY VENEER CLAD STEEL COLUMN

PORTICO EAVE

122' - 7"

1' - 0" 1' - 6" 6" 8' - 0" 6" 1' - 6"

ED

EXISTING CONTINUOUS

DRAINAGE SYSTEM TO

REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

FLATWORK / PAVING

- RE: CIVIL

COMPOSITE MASONRY SCREEN

WALL - 4" CMU WITH FACE BRICK

EACH SIDE - REINF. WITH #4'S

VERT. AT 16" O.C. WITH HORIZ. JT.

REINF. AT 16" VERT.

CAST STONE CAP ANCHORED TO

MASONRY

1 1/2" GALV. PIPE RAIL

- PRIME AND PAINT

CONC. BEAM BEYOND;

REF. STRUCT.

A3

A-503

A-503

C2

4' - 6" 4' - 6"

A-505

C4

A-505

A2

OPEN

OPEN

STAIR BEYOND

STAIR AWNING BEYOND

OPEN

OPEN

NEW FIBER-CEMENT

BEADED SOFFIT WITH

VENT ON MTL. STUD

FRAMING

1/8" PER FOOT

SLOPE

1/8" PER FOOT

SLOPE

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/2" = 1'-0"A-306

A1 PORTICO SECTION - STAIR E1 (BID OPTION)

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3' AUGUST 12, 2019

M A

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IP

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NEW PORCH - CAPPED PVC DECK OVER WOOD

SUBSTRATE ON PAINTED STEEL FRAMING

NEW STAIRS: CAPPED PVC TREADS OVER

1X (4/4) FIBER CEMENT SLEEPERS ON 3X3

ANGLE FRAMING

NEW INTEGRALLY COLORED OFF WHITE

VINYL LATTICE SYSTEM W/ ASSOCIATED

TRIM ACCESSORIES @ UNDERSIDE OF

PORCH & STAIR MECHANICALLY

FASTENED TO 2" SQ. GALV. TUBE

FRAMING @ 24" O.C. VERT. & @

PERIMETER MECHANICALLY FASTENED

TO SUBTRATE.

NEW MASONRY VENEER CLAD STEEL COLUMN

NEW CONC. STOOP AND

SIDEWALKS, REFER CIVIL

NEW PAINTED WOOD CLAD STEEL COLUMN

NEW PAINTED WOOD SUPPORTS TO MATCH

HISTORICAL DESIGN

EXISTING PORCH COVER; SCRAPE & PAINT.

WA

EXISTING CONTINUOUS DRAINAGE

SYSTEM TO REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

16 EQ. TREADS AT 11"

14' - 8 3/4"

E Q

R

IS

E

R S

A T

1' - 0"

PAINTED HSS 12x2x5/16 STRINGER

PAINTED WIRE MESH INFILL

PANEL

3" MUD SLAB

A-503

A1

A-503

A2

C1

A-503

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

IL

(M A

X

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

IL

(M A

X

MODIFY EXISTING

HISTORICAL

BALUSTER AND RAIL

AND ATTACH AS

REQ'D TO NEW

METAL STAIR. PRIME

AND PAINT TO

MATCH ORIGINAL

F.F.E. SECOND

110' - 7"

C1

A-503

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

IL

(M A

X

LANDING

9' - 0"

NEW STAIRS: CAPPED PVC TREADS OVER

2X SLEEPERS ON 3X3 ANGLE FRAMING

NEW INTEGRALLY COLORED OFF WHITE

VINYL LATTICE SYSTEM W/ ASSOCIATED

TRIM ACCESSORIES @ UNDERSIDE OF

PORCH & STAIR MECHANICALLY

FASTENED TO 2" SQ. GALV. TUBE

FRAMING @ 24" O.C. VERT. & @

PERIMETER MECHANICALLY FASTENED

TO SUBTRATE.

PAINTED HSS STRINGER. RE: STRUCT.

PAINTED WIRE MESH INFILL

PANEL

A-503

A1

A-503

A2

A-503

C1

13' - 9 3/4"

STAIR S1 = 15 EQ. TREADS AT 11"

1' - 0"

14' - 8 3/4"

STAIR S2 = 16 EQ. TREADS AT 11"

1' - 0"

3" MUD SLAB

5/4" CAPPED CELLULAR PVC

TONGUE & GROOVE DECKING ON 1X

SLEEPERS ON CONTINUOUS

ICE/WATER SHIELD ON 3/4"

PLYWOOD DECKING ON PAINTED

STEEL FRAMING

NEW MASONRY VENEER

CLAD STEEL COLUMN

NEW CONC. REFER

CIVIL

S T

A

IR

S

E

Q T

R E

A D

S A

T

/4

S T

A

IR

S

E

Q R

IS

E

R S

A T

/4

LANDNING

S1 = 102' -1 3/4"

S2 = 101' - 3"

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/2" = 1'-0"A-307

A1 STAIR SECTION - STAIR W2

1/2" = 1'-0"A-307

A3 STAIR SECTION - STAIR S1 AND S2 (BASE BID)

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

M A

R K

D E

S C

R

IP

T

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N D

A

WEST WING

101' - 3"

NEW PORCH - CAPPED PVC DECK OVER WOOD

SUBSTRATE ON PAINTED STEEL FRAMING

NEW STAIRS: CAPPED PVC OVER

PAINTED STEEL RUNNERS

NEW INTEGRALLY COLORED OFF WHITE VINYL

LATTICE SYSTEM W/ ASSOCIATED TRIM

ACCESSORIES @ UNDERSIDE OF PORCH &

STAIR MECHANICALLY FASTENED TO 2" SQ.

GALV. TUBE FRAMING @ 24" O.C. VERT. & @

PERIMETER MECHANICALLY FASTENED TO

SUBTRATE.

NEW MASONRY VENEER CLAD

STEEL COLUMN

NEW CONC. STOOP AND

SIDEWALKS, REFER CIVIL

WA

EXISTING CONTINUOUS

DRAINAGE SYSTEM TO

REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

16 EQ. TREADS AT 11"

14' - 8 3/4"

E Q

R

IS

E

R S

A T

13' - 10 1/2" 1' - 0"

LANDING

6' - 0"

3" MUD SLAB

A-503

A1

A-503

A2

C1

A-503

NEW STAIRS: CAPPED PVC TREADS OVER

1X (4/4) FIBER CEMENT SLEEPERS ON 3X3

ANGLE FRAMING

PAINTED HSS 12x2x5/16 STRINGER

PAINTED WIRE MESH INFILL

PANEL

MODIFY EXISTING

HISTORICAL

BALUSTER AND RAIL

AND ATTACH AS

REQ'D TO NEW

METAL STAIR. PRIME

AND PAINT TO

MATCH ORIGINAL

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

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(M A

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H A

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R A

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(M A

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G U

A R

D R

A

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(M A

X

F.F.E. SECOND

110' - 7"

5/4" CAPPED CELLULAR PVC LOUNGE & GROOVE

DECKING ON 1X SLEEPERS ON CONTINUOUS

ICE/WATER SHIELD ON 3/4" PLYWOOD DECKING

ON PAINTED STEEL FRAMING

NEW INTEGRALLY COLORED OFF WHITE VINYL LATTICE

SYSTEM W/ ASSOCIATED TRIM ACCESSORIES @

UNDERSIDE OF PORCH & STAIR MECHANICALLY FASTENED

TO 2" SQ. GALV. TUBE FRAMING @ 24" O.C. VERT. & @

PERIMETER MECHANICALLY FASTENED TO SUBTRATE.

NEW MASONRY VENEER CLAD

STEEL COLUMN

NEW CONC. REFER CIVIL

NEW STAIRS: CAPPED PVC TREADS OVER

1X (4/4) FIBER CEMENT SLEEPERS ON 3X3

ANGLE FRAMING

PAINTED HSS 12x2x5/16 STRINGER

PAINTED WIRE MESH INFILL

PANEL

1' - 0"

15 EQ. TREADS AT 11"

13' - 9 3/4"

E Q

R

IS

E

R S

A T

G U

A R

D R

A

IL

(M A

X

H A

N D

R A

IL

(M A

X

NEW STAIRS: CAPPED PVC TREADS OVER

1X (4/4) FIBER CEMENT SLEEPERS ON 3X3

ANGLE FRAMING

PAINTED HSS 12x2x5/16 STRINGER

PAINTED WIRE MESH INFILL

PANEL

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

IL

(M A

X

15 EQ TREAD AT 11"

13' - 9 3/4" 1' - 0"

E Q

R

IS

E R

S A

T

/8

13' - 11 1/4"

LANDING

10' - 8"

13' - 11 1/4"

3" MUD SLAB

3" MUD SLAB

A-503

A1

A-503

A1

A-503

A2 A-503

A2

C1

A-503

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/2" = 1'-0"A-308

A1 STAIR SECTION - STAIR W2 & W3

1/2" = 1'-0"A-308

C1 STAIR SECTION - STAIR N1

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

M A

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IP

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NEW STAIRS: CAPPED PVC TREADS OVER

1X (4/4) FIBER CEMENT SLEEPERS ON 3X3

ANGLE FRAMING

PAINTED HSS 12x2x5/16 STRINGER

PAINTED WIRE MESH INFILL

PANEL

14 EQ. TREADS AT 11"

12' - 11"1' - 0" 5/4" CAPPED CELLULAR PVC

LOUNGE & GROOVE DECKING ON 1X

SLEEPERS ON CONTINUOUS

ICE/WATER SHIELD ON 3/4"

PLYWOOD DECKING ON PAINTED

STEEL FRAMING

NEW INTEGRALLY COLORED

OFF WHITE VINYL LATTICE

SYSTEM W/ ASSOCIATED

TRIM ACCESSORIES @

UNDERSIDE OF PORCH &

STAIR MECHANICALLY

FASTENED TO 2" SQ. GALV.

TUBE FRAMING @ 24" O.C.

VERT. & @ PERIMETER

MECHANICALLY FASTENED

TO SUBTRATE.

NEW MASONRY VENEER CLAD

STEEL COLUMN

NEW CONC. REFER CIVIL

3" MUD SLAB

A-503

C1

C1

A-503

A-503

A1

A-503

B3

A3

A-309

G U

A R

D R

A

IL

(M A

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H A

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(M A

X

F.F.E. SECOND

110' - 7"

WEST WING

101' - 3"

WD

NEW CONCRETE

RAMP & LANDING

EXISTING SLAB

& FOUNDATION

4' - 0" RAMP 8' - 10"

EXISTING MASONRY

WALL

PARTITION AS

SCHED.

EIFS INFILLED

MASONRY WINDOW

OPENING

A-513

C1

SIM

5/4" CAPPED CELLULAR PVC

LOUNGE & GROOVE DECKING ON 1X

SLEEPERS ON CONTINUOUS

ICE/WATER SHIELD ON 3/4"

PLYWOOD DECKING ON PAINTED

STEEL FRAMING

NEW MASONRY VENEER CLAD

STEEL COLUMN

A-503

C1

NEW INTEGRALLY COLORED OFF WHITE VINYL

LATTICE SYSTEM W/ ASSOCIATED TRIM

ACCESSORIES @ UNDERSIDE OF PORCH & STAIR

MECHANICALLY FASTENED TO 2" SQ. GALV. TUBE

FRAMING @ 24" O.C. VERT. & @ PERIMETER

MECHANICALLY FASTENED TO SUBTRATE.

5' - 0"

NEW STANDING SEAM ROOF ON

PLYWD. SUBSTRATED OVER METAL

DECK ON HSS 2x6x3/16 FRAME TO

MATCH EXISTING WOOD FRAMES

A-505

A3 SIM

8 1/2"

12"

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FINAL SUBMITTAL

1/2" = 1'-0"A-309

A1 STAIR SECTION - STAIR N2

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

1/2" = 1'-0"A-309

C1 ENLARGED SECTION @ RAMP

1/2" = 1'-0"A-309

A3 SECTION - STAIR LANDING - STAIR N2

M A

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WEST WING

101' - 3"

NEW CONCRETE RAMP &

LANDING; REF. STRUCT.

NEW ALUM. HANDRAIL SYSTEM

NEW DOOR & FRAME

NEW CONC. STOOP

AND SIDEWALK SLOPED

@ 1% TO AREA AREA

DRAIN; REFER CIVIL

EXISTING CONTINUOUS

DRAINAGE SYSTEM TO

REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

NEW AREA DRAIN,

CONNECT TO EXIST.

FRECH DRAIN; REF. CIVIL

NEW CONC. RETAINING

WALL BEYOND

EXISTING SLAB & FOUNDATION

A3

A-310

WA WB

1' - 0"9' - 0"1' - 0"

T O

T O

P

6' - 0" LANDING 9' - 0" RAMP

A1

A-310

WEST WING

101' - 3"

NEW DOOR & FRAME

NEW CONC. STOOP

AND SIDEWALK SLOPED

@ 1% TO AREA AREA

DRAIN; REFER CIVIL

NEW AREA DRAIN,

CONNECT TO EXIST.

FRECH DRAIN; REF. CIVIL

NEW CONC.

RETAINING

WALL; REF. CIVIL

F.F.E. SECOND

110' - 7"

EAST WING

SOUTH

99' - 10"

EA

C1

A-310

NEW CONCRETE

LANDING; REF. STRUCT.

NEW DOOR & FRAME

NEW CONC. STOOP

AND SIDEWALK SLOPED

@ 1% TO AREA AREA

DRAIN; REFER CIVIL

EXISTING CONTINUOUS

DRAINAGE SYSTEM TO

REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

NEW AREA DRAIN,

CONNECT TO EXIST.

FRECH DRAIN; REF. CIVIL

NEW CONC. RETAINING

WALL BEYOND

EXISTING SLAB & FOUNDATION

" 2

"EAST WING

SOUTH

99' - 10"

MECH RM

97' - 10"

E3

C3

A-310

NEW CONCRETE

RAMP & LANDING;

REF. STRUCT.

NEW DOOR & FRAME

AS SCHED.

EXISTING SLAB

& FOUNDATION

CORR.

C102

MECHANICAL

6' - 0" RAMP

2" TOPPING SLAB

EXISTING MASONRY

WALL

PARTITION AS

SCHED.

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FINAL SUBMITTAL

1/2" = 1'-0"A-310

A1 ENLARGED SECTION @ RAMP

1/2" = 1'-0"A-310

A3 CROSS SECTION @ RAMP EXTERIOR

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

1/2" = 1'-0"A-310

C3 SECTION @ DOOR C102

1/2" = 1'-0"A-310

C1 ENLARGED SECTION @ RAMP

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EAST WING

NORTH

100' - 0"

F.F.E. SECOND

110' - 7"

LOWER ROOF

121' - 1"

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EXISTING ROOF & PRE-FINISHED

DRIP EDGE TO REMAIN

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION &

INSULATION AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38 @

ROOF, R-13 @ WALL

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION &

INSULATION AS SCHED.

FLOOR FINISH

AS SCHED.

12" FIBER GLASS UNFACED

BATT INSULATION BETWEEN

EXISTING FLOOR FRAMING

WITH 5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM OF

FRAME. - TYP

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

BREAK /

CONFERENCE

OPEN OFFICE

E12

EXIST. EXPOSED WOOD ROOF

DECK - PRIME & PAINT

NEW 10" FIBER-CEMENT SMOOTH

LAP-SIDING - ATTACHED TO EXIST.

WOOD FRAMING - PRIME & PAINT

TO MATCH EXIST.

MOTORIZED

PROJECTOR SCREEN

A-520

B2

F.F.E. SECOND

110' - 7"

LOWER ROOF

121' - 1"

EAST WING

SOUTH

99' - 10"

MECH RM

97' - 10"

EXISTING ROOF TO REMAIN

EXISTING MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION

AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION SCHED.

FLOOR FINISH

AS SCHED.

12" FIBER GLASS UNFACED

BATT INSULATION BETWEEN

EXISTING FLOOR FRAMING

WITH 5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM OF

FRAME. - TYP

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

1SG

MECHANICAL

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OF MASONRY, EXTEND TO

UNDERSIDE OF ROOF DECK. 3

5/8" MTL. STUDS @ 16" O.C. W/ 5/8"

TYPE "X" GYP. BD. INSTALLED ON

MECHANICAL ROOM SIDE

E3

F.F.E. SECOND

110' - 7"

LOWER ROOF

121' - 1"

MECH RM

97' - 10"

EXISTING ROOF &PRE-FINISHED

DRIP EDGE TO REMAIN

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION

AS SCHED.

CONT. SPRAY FOAM INSULATION

@ ROOF & EXTERIOR WALLS IN

MECHANICAL 108; MINIMUM R-38

@ ROOF, R-13 @ WALLS

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

ELECTRICAL

NEW STANDING SEAM MTL. ROOF & DECK

ON NEW 2x WD. FRAMING; REF. STRUCT.

MECHANICAL

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EXPOSED SPRAY FOAM

ELECTRICAL ROOF

7' - 7" ±

A-520

D3

A-520

D2

EXIST. EXPOSED WOOD ROOF

DECK - PRIME & PAINT

NEW 10" FIBER-CEMENT SMOOTH

LAP-SIDING - ATTACHED TO EXIST.

WOOD FRAMING - PRIME & PAINT

TO MATCH EXIST.

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/2" = 1'-0"A-321

A1 EXTERIOR WALL - NORTH

1/2" = 1'-0"A-321

A2 INTERIOR WALL - MECHANICAL

1/2" = 1'-0"A-321

A4 EXTERIOR WALL - MECHANICAL (SOUTH)

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

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UPPER ROOF

126' - 3"

WEST WING

101' - 3"

EXISTING ROOF TO REMAIN

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION &

INSULATION AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38 @

ROOF, R-13 @ WALL

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION &

INSULATION AS SCHED.

FLOOR FINISH

AS SCHED.

12" FIBER GLASS UNFACED

BATT INSULATION BETWEEN

EXISTING FLOOR FRAMING

WITH 5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM OF

FRAME. - TYP

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

W18

F.F.E. SECOND

110' - 7"

UPPER ROOF

126' - 3"

WEST WING

101' - 3"

EXISTING ROOF TO REMAIN

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION &

INSULATION AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38 @

ROOF, R-13 @ WALL

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION &

INSULATION AS SCHED.

FLOOR FINISH

AS SCHED.

12" FIBER GLASS UNFACED

BATT INSULATION BETWEEN

EXISTING FLOOR FRAMING

WITH 5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM OF

FRAME. - TYP

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

WA

F.F.E. SECOND

110' - 7"

LOWER ROOF

121' - 1"

CONNECTOR

100' - 10"

ELEC

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH

AS SCHED.

FURRING PARTITION &

INSULATION AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38 @

ROOF, R-13 @ WALL

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION &

INSULATION AS SCHED.

FLOOR FINISH

AS SCHED.

12" FIBER GLASS UNFACED

BATT INSULATION BETWEEN

EXISTING FLOOR FRAMING

WITH 5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM OF

FRAME. - TYP

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

W8

EXISTING ROOF &PRE-FINISHED

DRIP EDGE TO REMAIN

EXIST. EXPOSED WOOD ROOF

DECK - PRIME & PAINT

NEW 10" FIBER-CEMENT SMOOTH

LAP-SIDING - ATTACHED TO EXIST.

WOOD FRAMING - PRIME & PAINT

TO MATCH EXIST.

F.F.E. SECOND

110' - 7"

LOWER ROOF

121' - 1"

CONNECTOR

100' - 10"

EXISTING EXTERIOR

MASONRY WALL

EXISTING CONCRETE

SLAB & FOUNDATION

FLOOR FINISH @

STAIRS AS SCHED.

FURRING PARTITION &

INSULATION AS SCHED.

CONT. SPRAY FOAM

INSULATION @ ATTIC

SPACE; MINIMUM R-38 @

ROOF, R-13 @ WALL

EXISTING WOOD ROOF

TRUSSES AT 24" O.C.

FURRING PARTITION &

INSULATION AS SCHED.

PAINTED WD. TRIM

@ TRANSITION

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES, TYP.

CORR.

C204

W8

EXISTING ROOF &PRE-FINISHED

DRIP EDGE TO REMAIN

EXIST. EXPOSED WOOD ROOF

DECK - PRIME & PAINT

NEW 10" FIBER-CEMENT SMOOTH

LAP-SIDING - ATTACHED TO EXIST.

WOOD FRAMING - PRIME & PAINT

TO MATCH EXIST.

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/2" = 1'-0"A-322

A3 EXTERIOR WALL - NORTH

1/2" = 1'-0"A-322

A4 EXTERIOR WALL - WEST

1/2" = 1'-0"A-322

A1 EXTERIOR WALL - CONNECTOR (SOUTH)

1/2" = 1'-0"A-322

A2 EXTERIOR WALL - CONNECTOR (SOUTH)

0' 2' 4'

GRAPHIC SCALE 1/2" = 1'-0"

1' 3'

AUGUST 12, 2019

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