B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-82_-84__of_191.pdf

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JBSA FSH ARNORTH Bldg 615 Renovation Project for Army Band
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W9126G-19-B-3286
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B615 Final Design Plans Sheet 82 - 84 of 191

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F.F.E. SECOND

110' - 7"

CONNECTOR

100' - 10"

RIGID CAVITY INSULATION

BD. (R-5.7 MIN.) FULL HT.

PRE-FINISHED STANDING SEAM METAL ROOF

SYSTEM OVER ICE & WATER SHIELD ON R-25 RIGID

INSULATION OVER PLYWD ROOF DECK.

RE: STRUCTURAL FOR MTL. FRAMING

ELEVATOR DOOR PER MANF.

WINDOW AS SCHED.

CONC. OVER MTL. DECK

PARAPET

BEYOND

CONNECTOR

100' - 10"

FINISH SECOND

FLOOR PLAN

110' - 7"

T.O.M.

124' - 10"

9' - 7 1/4"5' - 6"

W11

NEW PERIMETER

DRAINAGE SYSTEM

ELEV. PIT

96' - 10"

A-504

B2

A-504

B3

A-504

D3

A-504

D2

CORR.

C104

CORR.

C205

MACHINE RM. F.F.

103' - 3"

CONT. ELASOMERIC SHEET

WATERPROOFING

MEMBRANE MEMBRANE W/

PROTECTION BOARD AT PIT

WALL TERMINATE AT GRADE -

REF. DTL. B4/A-501

A-502

D1

A-502

C2

A-502

D3

A-502

C1

THRU WALL

SCUPPER REFER

DETAIL B4/A-504.

A-504

D4

TYP.

1' - 1 5/8"

FACE BRICK VENEER

(COLOR TO MATCH EXIST.)

8" CMU; REF. STRUCT.

TRUSS-TYPE HORIZ.

JOINT REINF. @ 16" O.C.

VERT. W/ ADJ. BRICK

TIES @ 24" O.C. HORIZ.

BITUMINOUS DAMP

PROOFING - FULL HT.

2'x2'x2' SUMP PIT W/

GRATE AND SUMP

PUMP. COORDINATE

SUMP LOCATION WITH

ELEVATOR MANUF.

THRU WALL FLASHING WITH

WEEP HOLES @ 24" O.C.

F.F.E. SECOND

110' - 7"

CONNECTOR

100' - 10"

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM OVER ICE & WATER SHIELD

ON R-25 RIGID INSULATION OVER PLYWD

ROOF DECK. RE: STRUCTURAL FOR MTL.

FRAMING

BRICK MASONRY VENEER OVER 8" CMU W/

FLUID APPLIED DAMPPROOFING & 1" RIGID

INSULATION BOARD (MIN. R-5.7), REF.

STRUCT. FOR REINFORCING

REQUIREMENTS

ELEVATOR DOOR PER MANF.

WINDOW AS SCHED.

METAL STUDS WITH EIFS EXTERIOR &

DRYWALL INTERIOR FINISH

FULLY ADHERED 72 MIL PVC SINGLE

PLY ROOF MEMBRANE ON

TAPERED INSULATION ON METAL

DECK OVER STEEL FRAMING

MEMBERS

RE: STRUCT.

CONC. OVER MTL. DECK

T.O.M.

124' - 10"

PARAPET

120' - 9"

E D C

10' - 11 1/4" 8' - 0"

T.O.M.

113' - 11"

CONNECTOR

100' - 10"

FINISH GRADE

101' - 10" ±

A-504

B1

A-504

A1

A-504

D1

F.F.E. 2nd FLR.

110' - 7"

CORR.

C205

CORR.

C104

MACHINE RM. F.F.

103' - 3"

SLOPE

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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IN

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FINAL SUBMITTAL

AUGUST 12, 2019

1/2" = 1'-0"A-303

A1 ELEVATOR SECTION

1/2" = 1'-0"A-303

A3 ELEVATOR SECTION

0' 2' 4'

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

1' 3'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FOR SIMILAR ITEMS SHOWN

BUT NOT NOTED, REFER TO

DETAIL ON THIS SHEETA1

CONNECTOR

100' - 10"

FACE BRICK VENEER (COLOR

TO MATCH EXIST.)

PRE-FINISHED STANDING SEAM METAL ROOF

SYSTEM OVER ICE & WATER SHIELD ON R-25 RIGID

INSULATION OVER PLYWD ROOF DECK.

RE: STRUCTURAL FOR MTL. FRAMING

STANDING SEAM ROOF ON PLYWD.

SUBSTRATED OVER METAL DECK ON

STEEL FRAMING MEMBERS

DOOR & FRAME

AS SCHED.

PARAPET

120' - 9"

T.O.M.

124' - 10"

9' - 7 1/4"5' - 6"

T.O.M.

113' - 11"

MACHINE RM. F.F.

103' - 3"

W11

EXISTING CONTINUOUS DRAINAGE

SYSTEM TO REMAIN, CONTRACTOR

VERIFY LOCATION AND DEPTH

NEW PERIMETER

DRAINAGE SYSTEM

C.J.

C.J.

MACHINE

FOUNDATION

WATERPROOFING

MEMBRANE W/

PROTECTION BOARD -

TYP - REF. DTL. B4/A-501

101' - 10"

RE:CIVIL

PRE-FINISHED GUTTER AND

DOWNSPOUT SYSTEM

TYP.

1' - 1 5/8"

FACE BRICK VENEER (COLOR

TO MATCH EXIST.)

RIGID VACITY INSULATION BD.

(R-5.7 MIN. FULL HT.)

8" CMU. REF. TO STRUCT.

BITUMNOUS DAMP PROOFING

-FULL HT.

TRUSS - TYPE HORIZ. JOINT

REINF. @ 16" O.C. VERTW/

ADJ. BRICK TIES @ 24" O.C. HORIZ.

F.F.E. SECOND

110' - 7"

CONNECTOR

100' - 10"

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM OVER ICE & WATER

SHIELD ON R-25 RIGID INSULATION

OVER PLYWD ROOF DECK.

RE: STRUCTURAL FOR MTL. FRAMING

DOOR & FRAME AS SCHED.

E D C

T.O.M.

124' - 10"

T.O.M.

113' - 11"

MACHINE RM. F.F.

103' - 3"

10' - 11 1/4" 8' - 0"

NEW PERIMETER

DRAINAGE SYSTEM

NEW PERIMETER

DRAINAGE SYSTEM

ELEV. EQUIPMENT

MACHINE

ELEV.

E1

CONT.

ELASOMERIC

SHEET

WATERPROOFING

MEMBRANE

MEMBRANE W/

PROTECTION

BOARD AT PIT

WALL TERMINATE

AT GRADE - REF.

DTL. B4/A-501

PRE-FINISHED GUTTER

AND DOWNSPOUT SYSTEM

PRE-FINISHED GUTTER

AND DOWNSPOUT SYSTEM

8' - 8"

TYP.

1' - 1 5/8"

2'x2'x2' SUMP PIT W/

GRATE AND SUMP

PUMP. COORDINATE

SUMP LOCATION WITH

ELEVATOR MANUF.

THRU WALL FLASHING W/

WEEP HOMES @ 24" O.C.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

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IN

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E N

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C T

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N O

V A

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F B

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B A

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S A

N A

N T

O N

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F

O R

T S

A M

H O

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T O

N T

X

K E

N A

L L

F N

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A V

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FINAL SUBMITTAL

AUGUST 12, 2019

1/2" = 1'-0"A-304

A1 ELEVATOR SECTION

1/2" = 1'-0"A-304

A3 ELEVATOR SECTION

0' 2' 4'

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

1' 3'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FOR SIMILAR ITEMS SHOWN

BUT NOT NOTED, REFER TO

DETAIL ON THIS SHEETA1

ENTRANCE

100' - 3"

E7.2E7.8

NEW STANDING SEAM ROOF ON PLYWD.

SUBSTRATED OVER METAL DECK ON HSS

2x6x3/16 FRAME TO MATCH EXISTING WOOD

FRAMES

NEW STAIRS: CAPPED PVC OVER

PAINTED STEEL RUNNERS

NEW MASONRY VENEER CLAD

STEEL COLUMN

NEW CONC. PORCH DECK

ON STEEL FRAMING

EIFS OVER STEEL FRAMING

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

FIBER-CEMENT BEADED SOFFIT WITH VENT

ON MTL. STUD FRAMING

PORTICO EAVE

122' - 7"

14' - 0"

6"

12"

8 1/2"

12"

/4

1" EFIS SOFFIT

1" EFIS SOFFIT

1 1/2" GALV. PIPE RAIL

- PAINT AND PRIME

CAST STONE CAP ANCHORED

TO MASONARY

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.

CONC. STOOP AND FOUNDATION

- RE: STRUCT.

H A

N D

R A

IL

(M A

X

G U

A R

D R

A

IL

(M A

X

1' - 0"

18 EQ TREADS AT 11"

16' - 6 3/4"

E Q

R

IS

E

R S

A T

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

1' - 0"

18 EQ TREADS AT 11"

16' - 6 3/4"

E Q

R

IS

E

R S

A T

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

A-503

A1

A-503

A1

A-503

A3

A-503

A3

C2

A-503

1"

6"

A-505

A1

A-505

A3 SIM

A-505

A3 SIM

FIBER-CEMENT BEADED

SOFFIT WITH VENT ON

MTL. STUD FRAMING

OPEN

OPEN

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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IN

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A-305

E N

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F B

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FINAL SUBMITTAL

1/2" = 1'-0"A-305

A1 PORTICO SECTION - STAIR E1 (BID OPTION)

AUGUST 12, 2019

0' 2' 4'

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

1' 3'

M A

R K

D E

S C

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IP

T

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N D

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E

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