Pg_51-_100_DRAWINGS_B452,_Schofield_Barracks.pdf

PDF 10 MB Posted Jul 28, 2017

Attached to: FY17 Pkg A-007 Repair Building 452, Quad D, Schofield Barracks, Oahu, Hawaii
Solicitation number: W9128A-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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2 Drawings - W9128A-17-B-0002

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File	Type	Posted
W9128A17B0002_Abstract_of_Bids.pdf	PDF	Sep 7, 2017
Bldg452_SPECIFICATIONS_Am3_28Aug17.pdf	PDF	Sep 1, 2017
Bldg452_DRAWINGS_Am3_30Aug17.pdf	PDF	Sep 1, 2017
Amend_0003_W9128A17B0002.pdf	PDF	Sep 1, 2017
Amend_2_to_17B0002.pdf	PDF	Aug 25, 2017
Amend_1_W9128A-17-B-0002.pdf	PDF	Aug 7, 2017
W9128A-17-B-0002.pdf	PDF	Jul 28, 2017
Pg_1-_50_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017
Pg_301-349_DRAWINGS_B452,_Schofield_Barracks_-_Copy_(9).pdf	PDF	Jul 28, 2017
B452_RTA_Specs_27JUL17.pdf	PDF	Jul 28, 2017
Pg_201-_300_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017
Pg_101-_200_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017

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11 12 13 14 15 16 17 18 19 20 21

C H

15' - 8"20' - 0"20' - 0"20' - 0"15' - 4"15' - 4"20' - 0"20' - 0"20' - 0"15' - 4"

181' - 8"

A1 / S

(E) OPEN WEB JOIST

(E) W8x (E) W8x

(E) C5x (E ) C

(E) C3x (E) C3x

(E) C4x OUTIGGER (E) C4x OUTIGGER

(E) C4x FASCIA, TYP.

(E) CROSS BRIDGING

(E) C3x (E) C3x

(E ) W

(E ) O

J O

(E ) O

J O

(E ) O

J O

D O

(E ) O

J O

(E ) O

J O

(E ) O

J O

(E ) O

J O

(E ) O

J O

(E ) O

J O

D O

(E ) O

J O

(E ) O

J O

(E ) O

J O

(E) ROOF

RIDGE LINE

(E) W10X(E) W10X(E) W10X(E) W10X(E) W10X(E) W10X(E) W10X(E) W10X

(E) W10X

(E) C4x FASCIA, TYP.

(E) C4x

OUTRIGGER,

TYP.

(E) W8x STEEL COL.

ABOVE (E) CONC.

COL, TYP.

(N) BRACED FRAME

ABOVE CONC.

WALL, TYP.

(E) CROSS BRIDGING

(E) 3" DEEP x 20 GA.

METAL ROOF DECK

(N ) S

T R

-1

SF508

(N) L4x3x1/4 CROSS

BRIDGING ADDED AT

FIRST BOTT. PANEL

POINT, TYP. SEE

AND

(N) L4x3x1/4 CROSS

BRIDGING ADDED AT

FIRST BOTT. PANEL

POINT, TYP. SEE

AND

SF507

KEY PLAN

C H

164 8268

SCALE: 1/8"=1'-0"

GRAPHIC SCALE:

1/8" = 1'-0"A1 ROOF FRAMING PLAN - NORTH

REFERENCE DRAWINGS:

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF108

R O

O F

P L A

N O

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

PLAN

NORTH

SB502

EQ. (E) 5' - 0" FTG. EQ.

8' - 3"

(E ) 5

" F

EDGE OF (E) CONC.

FOOTING BELOW

EDGE OF (N) CONC.

FOOTING

2-#6 BOTT. BARS (4 SIDES)

6-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (4 SIDES)

8" 8"

EQ. (E) 5' - 0" FTG. EQ.

8' - 3"

(E ) 5

" F

SB502

ISOLATION JOINT,

SEE

EDGE OF (E) CONC.

COLUMN

EDGE OF (E) CONC.

PEDESTAL BELOW

EDGE OF (N) CONC.

FOOTING

3-#5 TOP BARS (4 SIDES)

3-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

6" DEEP HOLE (4 SIDES)

S-004

EDGE OF (E) CONC.

FOOTING BELOW

EDGE OF (N) CONC.

FOOTING

3-#6 BOTT. BARS (2 SIDES)

4-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (2 SIDES)

6-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (2 SIDES)

2-#6 BOTT. BARS (2 SIDES)

7" 8"

8" 8"

9" 6"

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

EDGE OF (N) WALL

FOOTING BELOW, TYP.

(E ) 5

" F

EQ. (E) 5' - 6" FTG. EQ.

8' - 3"

SB502

SIM

ISOLATION JOINT,

SEE

EDGE OF (E) CONC.

COLUMN

EDGE OF (E) CONC.

PEDESTAL BELOW

EDGE OF (N) CONC.

FOOTING

4-#5 TOP BARS (2 SIDES)

2-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

5" DEEP HOLE (2 SIDES)

S-004

SB502

SIM

3-#5 TOP BARS (2 SIDES)3-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

5" DEEP HOLE (2 SIDES)

EQ. (E) 5' - 6" FTG. EQ.

8' - 3"

(E ) 5

" F

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG., TYP.

EQ. (E) 5' - 0" FTG. EQ.

9' - 3"

(E ) 5

" F

ISOLATION JOINT,

SEE

EDGE OF (E) CONC.

COLUMN

EDGE OF (E) CONC.

PEDESTAL BELOW

EDGE OF (N) CONC.

FOOTING

4-#5 TOP BARS (4 SIDES)

3-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

6" DEEP HOLE (4 SIDES)

S-004

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

SB502

SIM

EQ. (E) 5' - 0" FTG. EQ.

9' - 3"

(E ) 5

" F

EDGE OF (N) CONC.

FOOTING

3-#5 BOTT. BARS (4 SIDES)

6-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (4 SIDES)

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

8" 8"

SB502

SIM

1 2 42

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

GRAPHIC SCALE:

1/2" = 1'-0"C3 F-1 PLAN BOTTOM DETAIL

1/2" = 1'-0"C1 F-1 PLAN TOP DETAIL

1/2" = 1'-0"A1 F-1A PLAN BOTTOM DETAIL

1/2" = 1'-0"C4 F-1A PLAN TOP DETAIL

1/2" = 1'-0"A3 F-2 PLAN TOP DETAIL

1/2" = 1'-0"A4 F-2 PLAN BOTTOM DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SB501

N D

E N G

E N

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

K D

N D

EDGE OF (E) CONC.

FOOTING BELOW

EDGE OF (N) CONC.

FOOTING

2-#6 BOTT. BARS (3 SIDES)

2-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (2 SIDES)

6-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE

(N) CONC. FTG.

WF-1, SEE C1

SB503

(E) 3' - 9" FTG. 1' - 7 1/2"

5' - 4 1/2"

(E ) 5

" F

SB502

SIM

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

ISOLATION JOINT,

SEE

EDGE OF (E) CONC.

COLUMN

EDGE OF (E) CONC.

PEDESTAL BELOW

EDGE OF (N) CONC.

FOOTING

3-#5 TOP BARS (3 SIDES)

#5 DOWEL EPOXY

GROUTED INTO 3/4" DIA. X

6" DEEP HOLE (2 SIDES)

S-004

3-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

6" DEEP HOLE

(N) CONC. FTG.

WF-1, SEE

SB503

(E) 3' - 9" FTG. 1' - 7 1/2"

5' - 4 1/2"

(E ) 5

" F

SB502

SIM

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

FIRST FLOOR

0' - 0"

(E) CONC. PILASTER

ISOLATION JOINT,

SEE

5" OR 6" THK.

SLAB-ON-GRADE

#4 AT 12" OC

(E) CONC. PEDESTAL

#5 DOWEL EPOXY

GROUTED INTO 3/4"

DIA. X 6" DEEP HOLE, TYP.

3-#5 TOP

2-#6 BOTT.

#6 DOWEL EPOXY

GROUTED INTO 7/8"

DIA. X 8" DEEP HOLE, TYP.

CONT. CONC. EDGE

4" THK. BASALTIC

TERMITE BARRIER

WF-1 FOOTING AND

REINFORCING,

SEE C1

SB503

4" THK. CAPILLARY

WATER BARRIER

S-004

(E) 3' - 9" FTG. 1' - 7 1/2"

5' - 4 1/2"

VAPOR BARRIER

FIRST FLOOR

0' - 0"

MIN.

EQ. (E) 5' - 0" FTG. EQ.

8' - 3"

0" 6"

2-#5 X 4" DOWELS

EA. FACE OF COLUMN,

EPOXY INTO 3/4" DIA. X 3"

DEEP HOLES, TYP.

10"

(E) CONC. COLUMN

ISOLATION JOINT,

SEE

S-004

4" THK. BASALTIC

TERMITE BARRIER

5" THK. SLAB-ON-GRADE

4" THK. CAPILLARY

WATER BARRIER

#4 TIES AT 12" OC

(E) CONC. PEDESTAL

#5 DOWEL EPOXY

GROUTED INTO 3/4" DIA. X

6" DEEP HOLE, TYP.

3-#5 TOP

2-#6 BOTT.

#6 DOWEL EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE, TYP.

VAPOR BARRIER

GEOTEXTILE

FABRIC

ISOLATION JOINT,

SEE

EDGE OF (E) CONC.

COLUMN

EDGE OF (E) CONC.

PEDESTAL BELOW

EDGE OF (N) CONC.

FOOTING

5-#5 TOP BARS (2 SIDES)

2-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

5" DEEP HOLE (2 SIDES)

S-004

4-#5 TOP BARS (2 SIDES)

3-#5 DOWELS EPOXY

GROUTED INTO 3/4" DIA. X

5" DEEP HOLE (2 SIDES)

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

EQ. (E) 5' - 6" FTG. EQ.

9' - 3"

(E ) 5

" F

SB502

SIM

EDGE OF (E) CONC.

FOOTING BELOW

EDGE OF (N) CONC.

FOOTING

4-#6 BOTT. BARS (2 SIDES)

4-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (2 SIDES)

6-#6 DOWELS EPOXY

GROUTED INTO 7/8" DIA. X

8" DEEP HOLE (2 SIDES)

3-#6 BOTT. BARS (2 SIDES)

(N) WALL FTG.

REINFORCING,

TERMINATE IN (N)

COL. FTG. WITH

STANDARD 90

DEGREE HOOK, TYP.

EDGE OF (N) WALL

FOOTING BELOW, TYP.

(E ) 5

" F

EQ. (E) 5' - 6" FTG. EQ.

9' - 3"

9" 6"

SB502

SIM

1 2 42

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

GRAPHIC SCALE:

1/2" = 1'-0"A3 F-3 PLAN BOTTOM DETAIL

1/2" = 1'-0"A1 F-3 PLAN TOP DETAIL

1/2" = 1'-0"A4 F-3 SECTION

1/2" = 1'-0"C4 F-1 SECTION

1/2" = 1'-0"C1 F-2A PLAN TOP DETAIL

1/2" = 1'-0"C3 F-2A PLAN BOTTOM DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SB502

N D

E N G

E N

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

K D

N D

(N) CONC. FTG.

WF-1

(E) CONC. FTG.

(E) CONC. WALL

EPOXY GROUT #5

CONT. BARS INTO

3/4" DIA. HOLES IN

(E) CONC. WALL, TYP.

WHERE OCCURS

PLAN AT WALL INTERSECTION -

TOP REINFORCING

(N) CONC. FTG.

WF-1

(E) CONC. FTG.

#5 CONT. BARS

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES, TYP.

PLAN AT WALL INTERSECTION -

BOTT. REINFORCING

PLAN AT WALL CORNER -

BOTT. REINFORCING

(N) CONC. FTG.

WF-1

#5 DOWELS AT 12"

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES, TYP.

(E) CONC. FTG.EPOXY GROUT #5

CONT. BARS INTO

3/4" DIA. HOLTS IN

(E) CONC. WALL, TYP.

WHERE OCCURS

PLAN AT WALL CORNER -

TOP REINFORCING

(N) CONC. FTG.

WF-1

(E) CONC. WALL

#5 DOWELS AT 12"

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES, TYP.

PLAN AT WALL END -

BOTT. REINFORCING

(N) CONC. FTG.

WF-1

(E) CONC. FTG.

2-#5

#5 CONT. BARS

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES, TYP.

PLAN AT WALL END -

TOP REINFORCING

(N) CONC. FTG.

WF-1

(E) CONC. FTG.

(E) CONC. WALL

2-#5

FIRST FLOOR

0' - 0"

3/4" DEEP X 1 1/2"

WIDE KEY

4-#4 CONT. BOTT.

#4 AT 9" OC,

BOTT., TYP.

#4 DOWEL, LOCATION

AND SPACING TO MATCH

WALL VERT. REINF.

5" THK. CONC.

SLAB-ON-GRADE

5" THK. CONC.

SLAB-ON-GRADE

6" THK. CONC. WALL

#4 AT 12" EW, CENTERED

E.J.

H B

. O F

(E ) F

0" V

Y, M

2' - 6"

FIRST FLOOR

0' - 0"

H B

. O F

(E ) F

0" V

Y, M

0" 2'

3/4" DEEP X 1 1/2"

WIDE KEY

4-#4 CONT. BOTT.

#4 AT 9" OC,

BOTT., TYP.

#4 DOWEL, LOCATION

AND SPACING TO MATCH

WALL VERT. REINF.

5" THK. CONC.

SLAB-ON-GRADE

6" THK. CONC.

SLAB-ON-GRADE

8" THK. CONC. WALL

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

E.J.

2' - 6"

ARMS VAULT

FIRST FLOOR

0' - 0"

1' - 0" (E) 3' - 9" WALL FTG. 1' - 0"

5' - 9"

6" 1'

5" THK. CONC.

SLAB-ON-GRADE

4" THK. BASALTIC

TERMITE BARRIER

4" THK. CAPILLARY

WATER BARRIER

5" THK. CONC.

SLAB-ON-GRADE

4" THK. BASALTIC

TERMITE BARRIER

4" THK. CAPILLARY

WATER BARRIER

15 MILS THK.

VAPOR BARRIER

(E) 8" THK. CONC.

WALL

GEOTEXTILE FABRIC

6" AGGREGATE

BASE COURSE

FIRST FLOOR

0' - 0"

4" THK. BASALTIC

TERMITE BARRIER

3-#5 CONT. TOP

5" THK. CONC.

SLAB-ON-GRADE

4" THK. BASALTIC

TERMITE BARRIER

4" THK. CAPILLARY

WATER BARRIER

3-#5 CONT. TOP

2-#5 CONT. BOTT.

15 MILS THK.

VAPOR BARRIER

2-#5 CONT. BOTT.

CONT. CONC. EDGE

#5 DOWEL X 3'-6"

LONG AT 12" OC,

EPOXY GROUTED

INTO 3/4" DIA. HOLES

#5 DOWEL AT 12" OC,

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES

CONDITION WITH NO LANAI SLAB

1' - 0"

WALL FTG.

(E) 2' - 0" 1' - 0"

4' - 0"

GEOTEXTILE FABRIC

6" AGGREGATE

BASE COURSE

FIRST FLOOR

0' - 0"

5" THK. CONC.

SLAB-ON-GRADE

4" THK. BASALTIC

TERMITE BARRIER

4" THK. CAPILLARY

WATER BARRIER

3-#5 CONT. TOP

5" OR 6" THK. CONC.

SLAB-ON-GRADE

4" THK. BASALTIC

TERMITE BARRIER

4" THK. CAPILLARY

WATER BARRIER

3-#5 CONT. TOP

2-#5 CONT. BOTT.

15 MILS THK.

VAPOR BARRIER

1' - 0"

WALL FTG.

(E) 2' - 0"

(E) 8" THK. CONC.

WALL

2-#5 CONT. BOTT.

#5 DOWEL X 3'-6"

LONG AT 12" OC,

EPOXY GROUTED

INTO 3/4" DIA. HOLES

#5 DOWEL AT 12" OC,

EPOXY GROUTED

INTO 3/4" DIA. X 5"

DEEP HOLES

CONDITION AT NEW LANAI SLAB

1' - 0"

4' - 0"

GEOTEXTILE FABRIC

6" AGGREGATE

BASE COURSE

1/2" = 1'-0"B3 WALL FOOTING DETAILS

1/2" = 1'-0"A1 WALL FOOTING DETAILS

1/2" = 1'-0"A3 WALL FOOTING DETAILS

1/2" = 1'-0"B1 WF-3 DETAIL

1/2" = 1'-0"C3 WF-2 SECTION

1/2" = 1'-0"C1 WF-1 DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

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N D

E N G

E N

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

NOTE:

SEE FOUNDATION NOTE 3

ON SHEET S-001 FOR

SUBGRADE REQUIREMENTS

K D

N D

1 2 42

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

19 20 21

8" THK. CONC.

SLAB

OPEN

10" THK. CONC.

WALL

8" THK. CONC.

WALL BELOW, TYP.

(E) 14"X14" CONC.

COLUMN

(E) 14"X14" CONC.

COLUMN

#5 AT 8" OC, TOP

#5 A

T 8"

O C

, T O

SF501

#5 A

T 8"

O C

, B O

#5 AT 8" OC, BOTT.

#5 A

T 8"

O C

, T O

#5 A

T 8"

O C

, B O

SF501

(N) STEEL BEAM, TYP. (E) CONC. BEAM, TYP.

8" THK. CONC.

WALL, TYP.SF501

8 9 10 11 12 13

OPEN

#5 AT 8" OC, TOP

#5 A

T 8"

O C

, T O

8" THK. CONC.

SLAB

8" THK. CONC.

WALL, TYP.

8" THK. CONC.

WALL BELOW, TYP.

(E) 14"X14" CONC.

COLUMN

(E) 14"X14" CONC.

COLUMN

8" THK. CONC.

WALL BELOW, TYP.

(E) 14"X14" CONC.

COLUMN

(E) 14"X14" CONC.

COLUMN

#5 AT 8" OC, TOP

10" THK. CONC.

WALL

8" THK. CONC.

SLAB

OPEN

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

#5 A

T 8"

O C

, B O

#5 AT 8" OC, BOTT.#5 AT 8" OC, BOTT.

(N) STEEL BEAM, TYP.

#5 A

T 8"

O C

, T O

#5 A

T 8"

O C

, B O

#5 A

T 8"

O C

, T O

P #5

A T

8" O

C , T

O P

#5 A

T 8"

O C

, B O

#5 A

T 8"

O C

, B O

(E) CONC. BEAM, TYP.

8" THK. CONC.

WALL, TYP.

10" THK. CONC.

WALL

1 2 3 4

OPEN

#5 AT 8" OC, TOP AND BOTT.

#5 A

T 8"

O C

, B O

8" THK. CONC.

SLAB

10" THK. CONC.

WALL

8" THK. CONC.

WALL BELOW, TYP.

(E) 14"X14" CONC.

COLUMN

(E) 14"X14" CONC.

COLUMN

SF501

SIM

SF501

SIM

SF501

SIM

SF501

SIM

SF501

#5 A

T 8"

O C

, T O

#5 AT 8" OC, TOP AND BOTT.

(N) STEEL BEAM, TYP. (E) CONC. BEAM

SF503

8" THK. CONC.

WALL, TYP.

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE:

1/4" = 1'-0"C1 ARMS VAULTS 1 AND 2 CEILING FRAMING PLAN

1/4" = 1'-0"A1 ARMS VAULTS 3, 4, 5, AND 6 CEILING FRAMING PLAN

1/4" = 1'-0"C3 ARMS VAULTS 7 AND 8 CEILING FRAMING PLAN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF401

R G

R M

U L T

C E

G P

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

14 15 16

(E) CONC. BEAM (E) CONC. BEAM

W14X30 W14X30

C2 C2

C1 C1

W14X30

6" THK. CONC. WALL W/

#4 AT 12" OC, EW,

CENTERED, TYP.

SF403

6 7 8

(E) CONC. BEAM (E) CONC. BEAM

C3 C3

C2 C2

C1 C1

W14X30

C3 C5

6" THK. CONC. WALL W/

#4 AT 12" OC, EW,

CENTERED, TYP.

SF403

14 15 16

(E) CONC. BEAM (E) CONC. BEAM

W14X30 W14X30

C2 C2

C1 C1

W14X30

6" THK. CONC. WALL W/

#4 AT 12" OC, EW,

CENTERED, TYP.

SF403

6 7 8

(E) CONC. BEAM (E) CONC. BEAM

C3 C3

C2 C2

C1 C1

W14X30

C3 C5

6" THK. CONC. WALL W/

#4 AT 12" OC, EW,

CENTERED, TYP.

SF403

1/4" = 1'-0"C3 2ND FLOOR NORTH MECH ROOM FRAMING

1/4" = 1'-0"C1 2ND FLOOR SOUTH MECH ROOM FRAMING

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE: 1/4" = 1'-0"A3 3RD FLOOR NORTH MECH ROOM FRAMING

1/4" = 1'-0"A1 3RD FLOOR SOUTH MECH ROOM FRAMING

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF402

R G

O O

M P

L A N

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

15 16

6" THK. CONC. SLAB

(N) CONC.

WALL BELOW

#5 AT 6" OC AT MID-DEPTH

#5 A

T 6"

O C

A T

-D

(E) 10" SQ. CONC.

BEAM, TYP.

(E) 10" SQ. CONC.

BEAM, TYP.

6 7

6" THK. CONC. SLAB W/

#5 AT 6" OC, EW

(N) CONC.

WALL BELOW#5 AT 6" OC AT MID-DEPTH

#5 A

T 6"

O C

A T

-D

(E) 10" SQ. CONC.

BEAM, TYP.

(E) 10" SQ. CONC.

BEAM, TYP.

(E) 6" THK. CONC. WALL

SEE DET A1/SF502

FOR TYP. CONN.

DETAIL

#4 @ 12" O.C., EA.

WAY IN SINGLE

CURTAIN

2- #5 DOWELS x 3'-0" @ 5" O.C.

EPOXY INTO 3/4" DIA.

x 6" DEEP HOLES

#5 (A706) DOWELS x

3'-0" WELDED

TO BEAM

BELOW

2- #5 VERT. @

5" O.C. WALL

END, TYP.

#5 @ 12" O.C

DOWELS

(SEE NOTE)

W14x

BLOCK'G

2- #5 VERT. @

5" O.C. WALL

END

#5 @ 12" O.C

DOWELS

2- #5 DOWELS x 3'-0" @ 5" O.C.

EPOXY INTO 3/4"

DIA. x 6" DEEP

HOLES

#5 (A706) DOWELS

x 3'-0" WELDED TO

BEAM, TYP.

1 1/2" CLR.

NOTE:

EPOXY DOWELS INTO EXIST. CONC. WALL

W/ 3/4" DIA. X 6" DEEP HOLES. ROUGHEN

EXISTING CONC. SURFACE AND APPLY LATEX

BONDING ADHESIVE BETW. WALLS, TYP.

3' - 0"

1- #5 x 5'-8"MIN.

ADDED REBAR

BELOW

BLOCKOUT 1- #6 VERT. ADDED

ON EA. SIDE OF

BLOCKOUT

#4 @ 12" O.C., EA.

WAY IN SINGLE

CURTAIN

1'-3" x 1'-6"

BLOCKOUT

FOR W14x

BEAM

1' - 3"

ROUGHEN EXIST'G CONC.

SURFACE & APPLY LATEX

BOND'G ADHESIVE BET.

SLABS (TYP.)

CONCRETE CEIL'G SLAB

EXISTING CONC. CEIL'G BEAM

6" THK. SHOTCRETE WALL

w/#4 @ 12" O.C., E.W.

(CENTER VERTICAL)

SHOTCRETE CEIL'G SLAB

EXISTING CONC. CEIL'G BEAM #5 @ 12" O.C

DOWELS

(SEE NOTE)

NOTE:

EPOXY DOWELS INTO EXIST. CONC. WALL

W/ 3/4" DIA. X 6" DEEP HOLES. ROUGHEN

EXISTING CONC. SURFACE AND APPLY LATEX

BONDING ADHESIVE BETW. WALLS, TYP.

#4 @ 12" O.C., EA.

WAY IN SINGLE

CURTAIN

2- #5 VERT. @

5" O.C. WALL

END

SHOTCRETE

CEIL'G SLAB

#5 @ 6" X 3'-0"

DOWELS, SEE

NOTE

1 1/2" CLR.

NOTE:

EPOXY DOWELS INTO EXIST. CONC. WALL

W/ 3/4" DIA. X 6" DEEP HOLES. ROUGHEN

EXISTING CONC. SURFACE AND APPLY LATEX

BONDING ADHESIVE BETW. WALLS, TYP.

EXIST'G BASE

SLAB

EXIST'G GIRDER

EXST CONC.

TOPPING

#5 DOWELS x 3'-0" LONG EPOXY INTO 3/4" DIA. x 6"

DEEP HOLES, MATCH

VERT REINF SPACING

1/4" = 1'-0"C1 CEILING NORTH MECH ROOM FRAMING

1/4" = 1'-0"C2 CEILING SOUTH MECH ROOM FRAMING

1 2 42

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

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF403

R G

A L R

O O

M C

E I

N G

P L

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

1/2" = 1'-0"C4 DETAIL

1/2" = 1'-0"A1 DETAIL

1/2" = 1'-0"B2 DETAIL

1/2" = 1'-0"A2 DETAIL

1/2" = 1'-0"B4 DETAIL

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

GRAPHIC SCALE:

1/2" = 1'-0"B1 DETAIL

SECOND FLOOR

12' - 7"

(E) CONC. WALL

(E) CONC. SLAB

10" THK. CONCRETE

ARMS VAULT WALL

8" THK. CONCRETE SLAB

CEILING SLAB REINFORCING,

SEE PARTIAL PLANS FOR

SIZE AND SPACING

#5 DOWELS X 4"

AT 2'-0" OC, EPOXY INTO

3/4" DIA. X 4" DEEP HOLES, TYP.

10"

#4 DOWEL, EPOXY INTO (E) SLAB

WITH 5/8" DIA. X 3" DEEP HOLES.

LOCATION TO MATCH ARMS

VAULT WALL VERT. REINF.

#5 DOWELS, LOCATION

AND SPACING TO MATCH

SLAB REINF.

0" L

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

SECOND FLOOR

12' - 7"

(E) CONC. SLAB

8" THK. CONCRETE

ARMS VAULT WALL

8" THK. CONCRETE SLAB

CEILING SLAB

REINFORCING, SEE

PARTIAL PLANS FOR

SIZE AND SPACING

#5 DOWELS, LOCATION

AND SPACING TO MATCH

SLAB REINF.

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

LAP

2' - 6"

SECOND FLOOR

12' - 7"

0" L

8" THK. CONCRETE

ARMS VAULT WALL

8" THK. CONCRETE SLAB

CEILING SLAB

REINFORCING, SEE

PARTIAL PLANS FOR

SIZE AND SPACING

#4 DOWELS, LOCATION

TO MATCH ARMS VAULT

WALL REINF.

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

#5 DOWELS X 4"

AT 2'-0" OC, EW, EPOXY INTO

3/4" DIA. X 3" DEEP HOLES, TYP.

SECOND FLOOR

12' - 7"

(E) CONC. SLAB

8" THK. CONCRETE

ARMS VAULT WALL

8" THK. CONCRETE SLAB

CEILING SLAB REINFORCING,

SEE PARTIAL PLANS FOR

SIZE AND SPACING

#4 DOWEL, EPOXY INTO (E) SLAB

WITH 5/8" DIA. X 3" DEEP HOLES.

LOCATION TO MATCH ARMS

VAULT WALL VERT. REINF.

#5 DOWELS, LOCATION

AND SPACING TO MATCH

SLAB REINF.

0" L

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

10"

WALL

(E) 8" THK.

10"

#4 X

SPACING AND LOCATION

TO MATCH WALL REINF.

24" 24"

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

#5 DOWELS X 4"

AT 2'-0" OC, EPOXY

INTO 3/4" DIA. X 4"

DEEP HOLES, TYP.

10"

(E) CONC. PILASTER

SECOND FLOOR

12' - 7"

(E) CONC. SLAB

8" THK. CONCRETE SLAB

(E) CONC. BEAM

CEILING SLAB REINFORCING,

SEE PARTIAL PLANS FOR

SIZE AND SPACING

#5 DOWEL, EPOXY INTO (E)

BEAM WITH 3/4" DIA. X 3" DEEP

HOLES. LOCATION TO MATCH

ARMS VAULT SLAB REINF., TYP.#5 DOWELS X 4"

AT 2'-0" OC, EW, EPOXY INTO

3/4" DIA. X 3" DEEP HOLES, TYP.

8" E

10" THK. CONC.

WALL, TYP. ALONG

GRIDLINE E

8" THK. CONC.

WALL, TYP.

WINDOW OPENING

(E) CONC. WALL

CORNER REINF.

SEE A1/S-006

ADDED #4 VERT.

2' - 0"

#4 AT 9" EW, EF, TYP.

STAGGER REINF. EACH

FACE AT 4 1/2"

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE:

This project was designed by the Honolulu District of the U.S. Army Corps of Engineers The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

3/4" = 1'-0"C1 DETAIL AT EXIST. WALL

3/4" = 1'-0"C3 DETAIL AT TOP OF WALL

3/4" = 1'-0"C4 DETAIL AT INTERIOR WALL

3/4" = 1'-0"C2 DETAIL AT EXIST. SLAB

3/4" = 1'-0"A3 DETAIL AT PILASTER

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

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF501

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

3/4" = 1'-0"A1 DETAIL AT EXIST. BEAM

K D

N D

3/4" = 1'-0"A4 DETAIL AT WINDOW

BEAM CONNECTION SCHEDULE

SYMBOL MEMBER DIRECTION CONNECTION TYPE

BOLTS CONCRETE

ANCHORS

DETAIL

QUANTITY DIAM

INCHES QUANTITY DIAM

INCHES

W14 x 48

W14 x 30

TRANSVERSE

LONGITUDINAL

BEAM TO CONC. COL.

BEAM TO WALL

BEAM TO BEAM

BEAM TO WALL

3/4"

3/4"3/4"

, , (SIM)

A2/S-007 D4/SF503 A4/SF502

A2/S-007 A1/SF502 B4/SF502

A2/S-007

, , (SIM)A2/S-007 A1/SF502 B4/SF502

C5 W14 x 30 TRANSVERSE BEAM TO BEAM 4 3/4" - - A2/S-007

C6 W14 x 43 LONGITUDINAL BEAM TO WALL 4 3/4" 6 3/4" , , (SIM)A2/S-007 A1/SF502 B4/SF502

C7 W14 x 43 LONGITUDINAL BEAM TO BEAM 4 3/4" - - A2/S-007

C8 C12X20.7 LONG/TRANS BEAM TO WALL 3 3/4" 6 3/4" , , (SIM)A2/S-007 A1/SF502 B4/SF502

C9 C12X20.7 LONG/TRANS BEAM TO BEAM 3 3/4" - - A2/S-007

3/8" THK. PLATE w/ 6-

3/4" DIA. THREADED ROD

ANCHORS. EPOXY

ANCHORS INTO 7/8" DIA.

HOLES - EMBED. 5" MIN.

1 1/2" 11"

1 1/2"

1/ 2"

1' - 2"

1/4

SHEAR TAB AND

BOLTS PER A2/S-007

1" 1"

TEMPLATE OF CONNECTOR PLATE SHALL

BE USED WHEN SETTING REINFORCEMENT

IN SHOTCRETE AND CONCRETE WALLS.

TEMPLATE AND STEEL GUIDE STRAP

SHALL BE USED TO ENSURE THAT ANCHOR

BOLTS CAN SUCCESSFULLY BE EPOXIED

INTO WALL WITHOUT INTERFERENCE WITH

REINFORCING STEEL.

OF STEEL GUIDE STRAP SHALL

INDICATE OF CONNECTOR PLATE

PROVIDE CLEAR ZONE AT ALL

BOLT LOCATIONS - NO

OBSTRUCTIONS SHALL BE

LOCATED WITHIN THESE ZONES

SLAB SOFFIT

BEAM

GROUT

THREADED HOLE IN

BEAM FLANGE

BOLT

3/4" DIA. JACKING BOLT

WITH 11 THREADS PER

INCH (STAGGER ON

OPPOSITE SIDE OF WEB)

NEW

LONGITUDINAL

STEEL BEAM

PL 3/8"x 3"x 0'-3"

SEQUENCE OF CONSTRUCTION

FOR NEW STEEL BEAMS

1. ERECT NEW STEEL BEAMS AS INDICATED ON THE PLANS. PRIOR TO

ERECTION OF NEW BEAMS ENSURE THAT THERE IS A 1/2" GAP

BETWEEN SLAB SOFFIT AND TOP FLANGE OF BEAM AS SHOWN IN DETAIL.

2. JACKING PROCEDURE APPLICABLE ONLY FOR NEW LONGITUDINAL

STEEL BEAMS PARALLEL TO EXISTING CONCRETE BEAMS.

3. TIGHTEN ALL JACKING BOLTS SNUG UP TO 3/8" THICK STEEL PLATES.

MEASURE GAP AT REFERENCE BOLTS.

4. AT JACKING POINT, TIGHTEN JACKING BOLTS NO MORE THAN 1/2 TURN

ONE AT A TIME IN ROTATION. CONTINUE TIGHTENING BOLTS UNTIL THE

GAP AT BOTH REFERENCE BOLTS HAVE INCREASED BY 3/16" FROM THE

GAP MEASURED AT THE SNUG POSITION.

5. GROUT THE GAP BETWEEN THE TOP OF BEAM FLANGE AND EXISTING

SLAB SOFFIT WITH NON-SHRINK GROUT.

6. AFTER GROUT HAS CURED FOR 24 HOURS, REMOVE THE JACKING BOLTS.

7. INSTALL MIDSPAN BRACING, IF APPLICABLE, SEE

1 1/2"

G B

1/ 2"

P R

T O

D1/SF503

EXIST. CONC. SLAB

NEW LONGIT

STEEL BEAM

W14x BEAM

SEEGRID GRID

JACKING POINTS

TYP. AT MIDSPAN

OF BEAM. SEE

A2/S-007

D3/SF502

(E) CONC.

TOPPING

STEEL GUIDE

STRAP, SEE

A2/SF502

(N) W14X

BEAM AS

OCCURS

(E) CONC.

WALL

SEE DETAIL

FOR TYP. CONN. DETAIL

A1/SF502

(E) LANAI SLAB

(E) CONC. TOPPING

STEEL GUIDE

STRAP, SEE

A2/SF502

(N) W14X

BEAM

(E) CONC.

WALL

SEE DETAIL FOR TYP.

CONN. DETAIL. OFFSET CONNECTOR

PLATES AND ANCHOR BOLTS TO

AVOID CONFLICT WITH BOLTS FROM

OPPOSITE FACE OF WALL

A1/SF502

COLUMN

EXISTING COLUMN

(SIZE VARIES)

W14x TRANSFER

BEAM

SEE CONNECTION

DETAIL D2/SF503

COLUMN

EXISTING COLUMN

(SIZE VARIES)

W14x TRANSFER

BEAM

SEE CONNECTION

DETAIL D4/SF503

1" = 1'-0"A1 SECTION

1" = 1'-0"A2 DETAIL

NTSD3 JACKING BOLT DETAIL

NTSD1 SECTION

1/2" = 1'-0"B4 SECTION

1/2" = 1'-0"B3 SECTION

1 2 42

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

GRAPHIC SCALE:

1/2 1 21

SCALE: 1"=1'-0"

1/2" = 1'-0"A3 SECTION

1/2" = 1'-0"A4 SECTION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF502

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

3/8" THICK PLATE

WITH 4-3/4" DIA.

THREADED ROD

ANCHORS. EPOXY

INTO 7/8" DIA. X

5" DEEP HOLES

5/16" THK. SHEAR

PLATE WITH 4-

3/4" DIA. BOLTS

LONG

SLOTTED

HOLES AS

SHOWN, TYP.

1/4

1 1/2"

3 1/2"

2" 3"

3" 3"

2" 6" 6 1/8" 2"

1' - 4"

1/ 2"

2"6"

NOTE:

BEAMS SHALL HAVE

LONG (HORIZONTAL) SLOTTED

HOLES ON ONE END

3/8" THICK PLATE

WITH 6-3/4" DIA.

THREADED ROD

ANCHORS. EPOXY

INTO 7/8" DIA. X

5" DEEP HOLES

5/16" THK. SHEAR

PLATE WITH 4-

3/4" DIA. BOLTS

LONG

SLOTTED

HOLES AS

SHOWN, TYP.

1/4

2" 6" 6 1/8" 2"

1/ 2"

2" 2"

1/ 2"

5/8" DIA. EXP. BOLT AT 2'-0" O.C.

EMBED 4" MIN. INTO EXISTING

SLAB - STAGGERED

1-5/8" DIA. x 4" LONG

EXPANSION BOLT

L3x3x1/4 MIDSPAN

BOTTOM FLANGE

BRACE

W14 BEAM

1- 5/8" DIA. M.B.

. .1 1/2" 1 1/2"

1 1/4" MIN.

SECOND FLOOR

12' - 7"

2"x 20 GA. METAL DECKING

W/ 5" CONC. TOPPING

(7" TOTAL THICKNESS)

(E) LANAI SLAB

(E) CONC. WALL

#4 DOWELS x 2'-6", EPOXY INTO 5/8" DIA. x 4" DEEP HOLES

#4 AT 16" O.C., E.W.

CONT. L5x3x1/4 W/ 3/4" DIA. X

5" EMBED AT 24" O.C.

2" C

. DEMOLISH PORTION

OF (E) CONC. WALL

LEVEL W/ (E) LANAI SLAB

2"x 20 GA. METAL DECKING

W/ 5" CONC. TOPPING

(7" TOTAL THICKNESS)

CONT. L5x3x1/4 LEDGER

ANGLE ALL AROUND

SF503

(E) CONC. WALL, TYP.

SF503 W

X2 0.

W14X30

SF503

SIM

L5X3X1/4

SF503

SIM

SF503

SIM

L5X3X1/4

C8 C8

SECOND FLOOR

12' - 7"

C12X20.7 SLOPED TO

MATCH (N) SLAB

L5X3X1/4

W14X48

1/4 2-12

1/4 2-12(E) CONC. SLAB

2"X20 GA. METAL DECKING

W/ 5" CONC. TOPPING

(7" TOTAL THICKNESS)

#4 AT 16" OC, EW

#4 DOWELS X 2'-6"

EPOXY INTO 5/8" DIA. X

4" DEEP HOLES

A R

C H

. D W

G S

S, S

SF503

W14X30

C12X20.7C

X2 0.

L5X3X1/4

W14X30

SF503

SIM

SF503

SIM

SF503

SIM

W14X30

C9C9

SECOND FLOOR

12' - 7"

C12X20.7 SLOPED TO

MATCH (N) SLAB

(E) CONC. SLAB

2"X20 GA. METAL DECKING

W/ 5" CONC. TOPPING

(7" TOTAL THICKNESS)

#4 AT 16" OC, EW

#4 DOWELS X 2'-6"

EPOXY INTO 5/8" DIA. X

4" DEEP HOLES

W14X30

(N) CONC. WALL B

SF503

SIM

SF503

SIM

X2 0.

W14X30

C12X20.7

L5X3X1/4

SF503

SIM

SF503

SIM

C9C9

1" = 1'-0"D2 DETAIL

1" = 1'-0"D4 DETAIL

1/2" = 1'-0"D1

TYPICAL MIDSPAN FLANGE BRACING

DETAIL

SCALE: 3/4"=1'-0"

12 2

1/2 1 21

SCALE: 1"=1'-0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF503

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

1/2" = 1'-0"B2 DETAIL

1/4" = 1'-0"B1 SLAB REPLACEMENT PLAN

K D

N D

1/4" = 1'-0"B3 SLOPED SLAB ENLARGED PLAN

3/4" = 1'-0"B4 SLOPED SLAB DETAIL

1/4" = 1'-0"A1 SLOPED SLAB ENLARGED PLAN

3/4" = 1'-0"A2 SLOPED SLAB DETAIL

1/4" = 1'-0"A3 SLOPED SLAB ENLARGED PLAN 3

1 2 42

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

FRP NOTES

1. FRP COMPOSITES SHALL BE DESIGNED BY FRP MANUFACTURER.

SUBMIT TO CONTRACTING OFFICER SHOP DRAWINGS AND

CALCULATIONS STAMPED BY STRUCTURAL ENGINEER LICENSED

IN THE STATE OF HAWAII OBTAINED BY THE CONTRACTOR.

2. TABLE INDICATES FACTORED DEMANDS (ULTIMATE LEVEL).

FRP COMPOSITE SYSTEM SHALL BE PROVIDED AS INDICATED IN

DETAILS TO SATISFY DEMANDS.

3. EXISTING DIMENSIONS SHALL BE FIELD VERIFIED.

4. THE SURFACE TO RECEIVE THE COMPOSITE SHALL BE FREE FROM

FINS, SHARP EDGES, AND PROTRUSIONS THAT WILL CAUSE VOIDS

BEHIND THE INSTALLED CASING OR THAT, IN THE OPINION OF THE

CONTRACTING OFFICER, WILL DAMAGE THE FIBERS, EXISTING

UNEVEN SURFACES TO RECEIVE COMPOSITE SHALL BE FILLED WITH

THE SYSTEM EPOXY FILLER OR OTHER MATERIAL APPROVED BY THE

CONTRACTING OFFICER. FILLING OF LARGE VOIDS IN SURFACES SHALL

BE FIXED PRIOR TO FRP INSTALLATION. SMALL PINHOLES OR MICRO

BUBBLES IN THE CONCRETE SURFACE OR RESIN DO NOT REQUIRE

SPECIAL DETAILING. THE CONTACT SURFACES SHALL HAVE NO FREE

MOISTURE ON THEM AT THE TIME OF APPLICATION. IF MOISTURE IS

PRESENT, USE THE MANUFACTURER SUGGESTED WET PRIME EPOXY

AS NEEDED.

5. REPAIR ALL DAMAGED CONCRETE, SPALLS, AND IRREGULAR SURFACES

PRIOR TO FRP INSTALLATION AND SURFACE PREPARATION FOR FRP TO

CREATE A FLAT OR SLIGHTLY CONVEX SURFACE. FILL SURFACES WITH

THICKENED EPOXY TO ELIMINATE AIR SURFACE VOIDS GREATER THAN

1/2".

6. ROUND OFF SHARP AND CHAMFERED CORNERS TO A MINIMUM RADIUS

OF 1/2" BY MEANS OF GRINDING OR FORMING THE SYSTEM'S THICKENED

EPOXY. VARIATIONS IN THE RADIUS ALONG THE VERTICAL EDGE SHALL

NOT EXCEED 1/2" FOR EACH 12" OF COLUMN HEIGHT.

7. VERIFY AMBIENT AND CONCRETE TEMPERATURES. NO WORK SHALL

PROCEED IF THE CONCRETE SURFACE IS LESS THAN 40 DEG F OR

GREATER THAN 100 DEG F UNLESS PROVISIONS HAVE BEEN MADE

TO ENSURE COMPONENT'S TEMPERATURE IS MAINTAINED WITHIN THIS

RANGE OR THE RANGE SPECIFIED BY THE MANUFACTURER.

8. APPLY SUBSEQUENT LAYERS CONTINUOUSLY OR SPLICED UNTIL

DESIGNED NUMBER OF LAYERS IS ACHEIVED PER PROJECT SHOP

DRAWINGS.

9. CARBON FIBERS TO BE ORIENTED IN HORIZONTAL AND VERTICAL

DIRECTION AS NOTED ON DRAWINGS.

10. WHERE THE FRP SHEETS ARE LAPPED IN LONGITUDINAL DIRECTION

OF FIBERS, A MINIMUM 6" OVERLAP SHALL BE PROVIDED. STAGGER

LAP LOCATIONS.

11. THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER OR

ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.

EXIST SLAB

EXIST COLUMN, TYP.

FRP COMPOSITE

LAMINATE AT

SLAB SOFFIT

NOTES:

SEE B3/SF506

SECTION A

SLAB ELEVATION

SLAB I.D.

LS-100 2

DETAIL SLAB THICKNESS (ts)

TENSION (FLEXURE)

TYPE OF FORCE REQD FRP

CAP (k/ft)

LIVE LOAD

(psf)

SECTION A 4" +/-

6" MAX, TYP.

BEAM I.D.

LB-100 2.0 2

DETAIL

6" +/-

NOTES

VERTICAL SHEAR

Ls (ft)b (in) h (in)

4" +/-ts (in)

FRP ONLY ON INTERIOR

FACE OF WEB

FRP LIMITS FRP LIMITS FRP LIMITS

EXIST COLUMN,

TYP.

EXIST BEAM,

TYP.

TYPE OF FORCE

NOTES:

SEE

ORIENTATION

OF FIBER, TYP

REQD FRP

CAP (kips)

TYPICAL SPAN CONDITION END SPAN CONDITION SECTION

Ls Ls Ls Ls Ls

O F b ts h

23" +/-

B3/SF504

A1/SF504

A3/SF504

D1/SF504

(E) COLUMN

(E) LANAI

BEAM

(E) SLAB

(E) LANAI

BEAM

FRP SYSTEM

COMPOSITE

LAMINATE ON

INSIDE FACE

LIMITS OF FRP SYSTEM

COMPOSITE LAMINATE, FULL

HEIGHT, ON INSIDE FACE OF

GIRDER ONLY

(SEE FRP SCHEDULE)

SECTIONELEVATION

Ls Ls b ts h

(E) STAIRS(E) COLUMN

(E) LANAI

BEAM

LIMITS OF FRP SYSTEM

COMPOSITE LAMINATE, FULL

HEIGHT, ON INSIDE FACE OF

GIRDER ONLY (SEE FRP

SCHEDULE)

WP1 WP2

(E) COLUMN

WP1 = INTERSECTION OF

BEAM SOFFIT AND

STAIR SOFFIT

WP2 = INTERSECTION OF

STAIR RISER FACE

AND BEAM SOFFIT

Ls 1'-6" MIN.

(E) LANAI

BEAM

LIMITS OF

FRP SYSTEM

(E) COLUMN

NTSD1 FRP NOTES

NTSD3 FRP SLAB FLEXURE SCHEDULE

NTSB1 FRP BEAM SHEAR SCHEDULE

NTSB3 TYPICAL LANAI BEAM STRENGTHENING DETAIL

NTSA1 INSIDE ELEVATION - STAIRS OBSTRUCTION

NTSA3

TYPICAL LANAI BEAM

STRENGTHENING DETAIL AT WALL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF504

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

PLAN

ELEVATION

PIPE STRUT SCHEDULE

TYPE DESCRIPTION T W H

"L1" & "L2" VARIES DEPENDING ON CONNECTION TYPE & ANGLE OF PIPE STRUT.

"L1" & "L2" LIMITED TO A MAXIMUM OF 7".

T1 4"HSS 3.500x0.300 3/8" 3 1/2"

SQ. END PLATEPIPE

1/41/4

PIPE

1/41/4

L1 1/2"

. T

4" DIA. NOM. STD. PIPE

5" DIA. NOM. STD. PIPE

1/2"

4 1/2"

5 1/2"

EDGE OF CONC.

BM. OR WALL

EDGE OF CONC.

BM. OR WALL

5"x1/2" THK.

PLATE WELDED

TO ANGLE

L6x4x1/2

ALL HOLES FOR 5/8"

THREADED RODS

DRILLED & EPOXIED

INTO CONC.

PIPE STRUT.

SEE FOR

DETAILS

1/2" MIN.

D1/SF505

1/4 1/4

CJP AT

MITER

JT.

2" 1"

- 3 S

1/ 2"

- 2 S

1/ 2"

1 1/2"1"

TYPE A8 - 3 SPACES AT 6 1/2"

TYPE A6 - 2 SPACES AT 6 1/2"

SF506

NOTE:

WHERE CONNECTION OCCURS

ON BOTH SIDES OF WALL, USE

5/8" DIA. THRU BOLT

EDGE OF CONC.

BM. OR WALL

EDGE OF CONC.

BM. OR WALL

4"x1/2" THK.

PLATE WELDED

TO ANGLE

L5x 3 1/2x 1/2

ALL HOLES FOR 5/8"

THREADED RODS

DRILLED & EPOXIED

INTO CONC.

PIPE STRUT.

SEE FOR

DETAILS

1" MIN.

D1/SF505

2" 1"

- 3 S

1/ 2"

- 1 S

1 1/2"1"

TYPE B8 - 3 SPACES AT 6 1/2"

TYPE B4 - 1 SPACE AT 6 1/2"

1/4 1/4

CJP AT

MITER

JT.

SF506

NOTE:

WHERE CONNECTION OCCURS

ON BOTH SIDES OF WALL, USE

5/8" DIA. THRU BOLT

W.P.

EDGE OF CONC.

BEAM OR WALL

C10x 30

CENTERLINE OF PIPE

STRUT ASSEMBLY

4"x3/8" THK. PLATE

WELDED TO ANGLE

ALL HOLES FOR 5/8" DIA.

THREADED RODS DRILLED

AND EPOXIED INTO CONC.

1/4 1/4

1/ 2"

.3"

TYPE C8 - 3 SPACES AT 6 1/2"

TYPE C4 - 1 SPACE AT 6 1/2" . EQ. EQ. .

TYPE C8 - 3 SPACES AT 6 1/2"

TYPE C4 - 1 SPACE AT 6 1/2"1" 1"

SF506

. .1 1/2" 1 1/2"

L5x 3 1/2x 1/2

PIPE STRUT ASSEMBLY

ALL HOLES FOR 5/8" DIA.

THREADED RODS DRILLED

AND EPOXIED INTO CONC.

.2"

1 SPACE AT 4"

TYPE D2 -

1 SPACE AT 4"

TYPE D2 - .1 1/2" 1 1/2"

1/4 1/4

4"x 3/8" THK. PLATE

WELDED TO ANGLE

SF506

12" TO END OF CHIMNEY

1/2" THICK PLATE WELDED

TO ANGLE WITH 1/4" FILLET

ALL AROUND, TYP.

L6x 4x 1/2

FACE OF (E) CONC. CHIMNEY

1/ 2"

2" 4"

4" 4"

HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

EXTEND 5/8" DIA. THREADED

ROD THROUGH CHIMNEY AND

FASTEN TO CONNECTION ON

OPPOSING FACE. USE 1 1/2"

SLOTTED HOLE IN ANGLE

HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

.3"

1" 1"

SF506

5"x1/2" THICK PLATE

WELDED TO ANGLE

L6x4x1/2

EDGE OF CONC.

BEAM OR WALL

PIPE

STRUT

ASSEMBLY

. .3" 1"

1/ 2"

4" 4"

.1"

ALL HOLES FOR 5/8" DIA.

THREADED RODS DRILLED

AND EPOXIED INTO CONC.

SF506

1/4 5"x1/2" THK. PLATES

WELDED TO ANGLE

PIPE STRUT

ASSEMBLY

L6x 4x 1/2

EDGE OF CONC

WALL OR BEAM

PIPE STRUT

ASSEMBLY

2" 1"

2" 4"

1/ 2"

ALL HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

OF A

NGLE

TO C

ORNER

1/4 1/4

TYP.

SF506

1/2" THICK PLATE WELDED

TO ANGLE WITH 1/4" FILLET

ALL AROUND, TYP.

L6x 4x 1/2

FACE OF (E) CONC.

CHIMNEY

ALL HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

EXTEND 5/8" DIA. THREADED

ROD THROUGH CHIMNEY AND

FASTEN TO CONNECTION ON

OPPOSING FACE. USE 1 1/2"

SLOTTED HOLE IN ANGLE

ALL HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

1/ 2"

2" 8"

8" 8"

3" 1"

12" TO END OF CHIMNEY

SF506

NTSD1 PIPE STRUT DETAIL

NTSD3 TYPE "A" CONNECTION DETAIL

NTSD4 TYPE "B" CONNECTION DETAIL

NTSB1 TYPE "C" CONNECTION DETAIL

NTSB3 TYPE "D" CONNECTION DETAIL

NTSB4 TYPE "E" CONNECTION DETAIL

NTSA1 TYPE "F" CONNECTION DETAIL

NTSA3 TYPE "G" CONNECTION DETAIL

NTSA4 TYPE "H" CONNECTION DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF505

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

1/2" THICK PLATE WELDED

TO ANGLE WITH 1/4" FILLET

ALL AROUND, TYP.

L5x 3 1/2x 1/2

FACE OF (E) CONC.

CHIMNEY

ALL HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

EXTEND 5/8" DIA. THREADED

ROD THROUGH CHIMNEY AND

FASTEN TO CONNECTION ON

OPPOSING FACE. USE 1 1/2"

SLOTTED HOLE IN ANGLE

ALL HOLES FOR 5/8" DIA.

THREADED ROD DRILLED

AND EPOXIED INTO CONC.

5/ 8"

8" 8"

2 7/8"

7/8"

7/ 8"

SF506

C10x 30

PIPE STRUT

ASSEMBLY

PIPE STRUT

ASSEMBLY

PIPE STRUT

ASSEMBLY

. .. .1"6 1/2" 1" 6 1/2"

5"x 1/2" THK. PLATE

WELDED TO ANGLE

1/4 1/4

TYP.

.1"

3" T

.2"

SF506

EDGE OF CONC.

BM. OR WALL

EDGE OF CONC.

BM. OR WALL

4"x1/2" THK.

PLATE WELDED

TO ANGLE

C10x 30

ALL HOLES FOR 5/8"

THREADED RODS

DRILLED & EPOXIED

INTO CONC.

PIPE STRUT.

SEE FOR

DETAILS

1/2" MIN.

D1/SF505

2" 1"

1 1/2"1" TYPE N - 1 SPACE AT 6 1/2"

1/4 1/4

CJP AT

MITER

JT.

NOTE:

WHERE TYPE "N" CONNECTION EXISTS

ON BOTH SIDES OF THE SAME CONCRETE

WALL, USE 5/8" DIA. THROUGH RODS

SF506

5"x 1/2" THK. PLATE SHOP

WELDED TO ANGLE WITH

1/4" FILLET ALL AROUND

5/8" DIA. THREADED ROD

DRILLED & EPOXIED

INTO CONC. FACE OF WALL, WHERE

IT OCCURS

L6x 4x 1/2

PIPE STRUT

ASSEMBLY

FACE OF WALL,

WHERE IT OCCURS

ABOVE THE CONC. BM.

TOP OF EXISTING CONC.

BEAM, 12'-0" (VERIFY)

ABOVE 3RD FLOOR.

5" *

1/4

* 2 1/2" FOR TYPE 5 STRUT

3" FOR TYPE 4 STRUT

4"x 3/8" THK. PLATE SHOP

WELDED TO ANGLE WITH

1/4" FILLET ALL AROUND

5/8" DIA. THREADED ROD

DRILLED & EPOXIED

INTO CONC. FACE OF WALL, WHERE

IT OCCURS

L5x 3 1/2x 1/2

PIPE STRUT

ASSEMBLY

FACE OF WALL,

WHERE IT OCCURS

ABOVE THE CONC. BM.

TOP OF EXISTING CONC.

BEAM, 12'-0" (VERIFY)

ABOVE 3RD FLOOR.

1/4

5"x 1/2" THK. PLATE SHOP

WELDED TO ANGLE WITH

1/4" FILLET ALL AROUND

5/8" DIA. THREADED ROD

DRILLED & EPOXIED

INTO CONC. FACE OF WALL, WHERE

IT OCCURS

C10x 30

PIPE STRUT

ASSEMBLY

FACE OF WALL,

WHERE IT OCCURS

ABOVE THE CONC. BM.

TOP OF EXISTING CONC.

BEAM, 12'-0" (VERIFY)

ABOVE 3RD FLOOR.

1/4

NTSD1 TYPE "J" CONNECTION DETAIL

NTSD3 TYPE "M" CONNECTION DETAIL

NTSD4 TYPE "N" CONNECTION DETAIL

NTSB1 SECTION

NTSB3 SECTION

NTSB4 SECTION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF506

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

RP-L_CLG_WORK

37' - 2"

ROOF PL HT

41' - 6"

LL4x 3x 1/4x 3/8 LLV, WELD

ANGLE TO METAL DECK

FLUTE W/ 1/8" X 1 1/2" LONG

FILLET WELD AT 12" OC

(E) OPEN WEB

STEEL JOIST

TOP OF

CONC. WALL

L4x 3x 1/4 DIAG.

BRACING, LLV

3/4" DIA. W/ 3/8" THK.

SPACER PLATE BTW.

DIAGONALS

SF507

JOIST OR CONC. FLUES

PROVIDE 1 1/2" CLR.

FROM ADJACENT

W6X16

3 1/2"x 11"x 3/8"

THK. PLATE

3/4" DIA. ASTM

A325 BOLT

1/4 1/4

L4x 3x 1/4 DIAG.

BRACING, LLV

LL4x 3x 1/4x 3/8 LLV

2" 2"

1/2" GAP

1 1/2"1 1/2"

3 1/2"

2" 6"

2" 2"

3" 3"

SF507

W6X16

5/8" THK. NON-

SHRINK GROUT

3 1/2"x 6"x 1/4" THK.

PLATE

1/4 1/4

3/4" DIA. ASTM

A325 BOLT

1/2" GAP

1 1/2"1 1/2"

3 1/2"

OF W6x

1 1/2" 9" 1 1/2"

1' - 0" 3"

6" 6"x 12"x 1/2" THK.

BASE PLATE

W6X16

2-5/8" DIA. THREADED

RODS DRILLED AND

EPOXIED INTO 6"

DEEP HOLES

1/4

(E) OPEN WEB

STEEL JOIST

L4x 4x 1/4x 8"

LG OR 3/8" THK.

BENT PLATE

L4x3x1/4 BRACE

SEE NOTE 1

NOTES:

1. FOR SPLICE DETAILS, SEE

4" 2"

1 3/4"

2" 4"

2-3/4" DIA.

EXP. BOLT3/4" DIA BOLT

A3/SF507

1/4 1

2 1/4"

SF507

4"x 4"x 3/8" THK.

BENT PLATE

L4x 4x 1/4x 8" LG

ANGLE BRACE

2" 2"

2-3/4" DIA. EXP. BOLT AT

4" OC (MIN. ULT. TENSION

CAPACITY 3.26 K/BOLT)

2-3/4" DIA. EXP. BOLT AT

4" OC (MIN. ULT. TENSION

CAPACITY 3.26 K/BOLT)

1/2" GAP

(E) OPEN WEB

STEEL JOIST

3"x 3/8" THK.

PLATE

SPLICE

NOTE:

ALL BOLTS 3/8" DIA.

8" TO 12"

1 1/2" 1 1/2"

1 1/2" 3" 3" 3"

1 1/2"

L4x 3x 1/4

BRACE

SF507

1/2" GAP

2" 3"

1 3/4"

(E) OPEN WEB

STEEL JOIST

NEW L4x3x1/4

BRACE

1/4 1

EA. LEG

SF507

(E) OPEN WEB

STEEL JOIST

NEW L4x3x1/4

BRACE 1/4 1

EA. LEG

SF507

EXIST OPEN WEB

JOIST BOTTOM CHORD

L4x3x1/4 BRACE

(E) OPEN WEB

STEEL JOIST

TYP.

3/4" = 1'-0"D1 BRACED FRAME DETAIL

3" = 1'-0"D3 DETAIL

3" = 1'-0"D4 DETAIL

3" = 1'-0"B1 DETAIL

1" = 1'-0"A1 UPLIFT BRACE DETAIL

1" = 1'-0"A2 PLAN SECTION

1 1/2" = 1'-0"A3 UPLIFT BRACE SPLICE DETAIL

3" = 1'-0"A4 SECTION

NTSB2 SECTION

NTSB3 SECTION

3" = 1'-0"B4 SECTION

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

6"6"

SCALE: 3"=1'-0"

04 2

1/2 1 21

SCALE: 1"=1'-0"

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

SF507

L S

1 7

A -0

R B

U I L

, Q

U A D

H O

D B

, O

U , H

I H

O N

O L U

I L

. S H

R , H

A I

I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

BH BH JL

K D

N D

ROOF PL HT

41' - 6"

ABCD

NOTE:

CONDITION SIMILAR AT GRIDLINE 6 AND 11

(E) W8x COL.

DEMOLISH (E)

ANGLE BRACING

DEMOLISH (E)

ANGLE BRACING

DEMOLISH (E)

ANGLE BRACING

(E) W8x (E) W12x

(E) 3" DEEP METAL

DECKING

(E) W8x COL. (E) W8x COL.

RP-L_CLG_WORK

37' - 2"

ROOF PL HT

41' - 6"

ABCD

2L3X3X1/4 2L 3X

3X 1/4

WT5X9.5

2L3X3X1/4 2L3X3X1/4

2L 3X

3X 1/

WT5X9.5

2L3X3X1/4 2L3X3X1/4 2L3X3X1/4

2L 3X

3X 1/

WT5X9.5

(E) W8x

(E) W8x (E) W8x

(E) W12x

SF509

B3SF509

SF509

A1SF509

SF509

SIM

SF509

SIM

SF509

SIM

2 AT 2' - 0" =

4' - 0"

9" 9" 2 AT 2' - 0" =

4' - 0"

3 AT 2' - 0" = 6' - 0" 1' - 0"1' - 0" 3 AT 2' - 0" = 6' - 0" 2 AT 2' - 0" =

4' - 0"

9" 9" 4 AT 2' - 0" = 8' - 0" 1' - 6"

SF510

RP-L_CLG_WORK

37' - 2"

ROOF PL HT

41' - 6"

BCDE

2L 3X

3X 1/

2L3X 3X1/4 2L3X3X1/4 2L

3X 3X

1/4

WT5X9.5

2L 3X

3X 1/

2L3X3X1/4 2L3X3X1/4 2L3X3X1/4

2L3X3X1/4

2L 3X

3X 1/

WT5X9.5 WT5X9.5

(E) W12x

(E) W8x (E) W8x

(E) W12x

SF509

SIMSF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

SF509

SIM

1' - 6" 4 AT 2' - 0" = 8' - 0" 9" 9" 2 AT 2' - 0" =

4' - 0"

3 AT 2' - 0" = 6' - 0" 1' - 0"1' - 0" 3 AT 2' - 0" = 6' - 0" 2 AT 2' - 0" =

4' - 0"

9" 9" 4 AT 2' - 0" = 8' - 0" 1' - 6"

3/8" = 1'-0"D1 DEMOLITION SECTION

3/8" = 1'-0"B1 TRUSS T-1 ELEVATION

3/8" = 1'-0"A1 TRUSS T-2 ELEVATION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

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C H

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D B

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L S

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N D

SCALE: 3/8"=1'-0"

24 4

1' - 0"

W.P.

(E) W8x(E) W8x

(E) W8x

COLUMN

2L3X3X1/4

3/8" THK. PLATE

1/4 1/4

7/8

1/4" THK.

STIFFENER

PLATE E.S.

OF WEB

SF509

SIM

(E) W8x

(E) W8x COLUMN

2L3X3X1/4

(E) W10x W.P.

3/8" THK. PLATE, TYP.

1/4 1/4

TYP.

1/4 1/4

TYP.

1' - 0" TYP.

2L3X3X1/4

7/8"

7/ 8"

1/4" THK.

STIFFENER

PLATE E.S.

OF WEB

SF509

SIM

W.P.

(E) W8x

2L3X3X1/4

3/8" THK. PLATE

1' - 0"

1/4 1/4

TYP.

1/4 1/4

TYP.

7/8"

W.P.

(E) W12x(E) W8x

9" 1' - 0"

2L3X3X1/4

1/4 1/4

TYP.

1/4 1/4

TYP.

(E) W10x

3/8" THK.

PLATE, TYP.

(E) W8x

COLUMN

7/8"

7/8

1/4" THK.

STIFFENER

PLATE E.S.

OF WEB

SF509

W.P.

(E) W12x

2L3X3X1/42L3X3X1/4

3/8" THK. PLATE 1/4

1/4

TYP.

1/4 1/4

2' - 0" 7/8

7/8"

(E) W12x

1' - 0"

2L3X3X1/4

3/8" THK. PLATE

1/4 1/4

W.P.

7/8"

RP-L_CLG_WORK

37' - 2"

B 2L3X3X1/42L3X3X1/4

WT5X9.5

(E) CONC. BEAM

TOP OF (E)

CONC. WALL

3/4" THK. MAX.

NON-SHRINK

GROUT

W.P.

7/8 " 7/8"

1/4 1/4

6"x1'-2"x3/8"

BASE PLATE

1/2" DIA. THREADED

ROD

SF509

1/4 1/4

3" 3"

3/8" THK. BENT PL

BOLTED TO CONC.

WALL W/ 3/4" DIA.

THREADED ROD

EPOXIED INTO WALL,

SEE D1/SF510

RP-L_CLG_WORK

37' - 2"

W.P.

7/8"7/8

2L3X3X1/4 2L3X3X1/4

TOP OF (E)

CONC. WALL

1/4 1/4

WT5X9.5

3/4" THK. MAX.

NON-SHRINK

GROUT

9" 9"

3/8" THK. BENT PL

BOLTED TO CONC.

WALL W/ 3/4" DIA.

THREADED ROD

EPOXIED INTO WALL,

SEE

2" 2"

D1/SF510

RP-L_CLG_WORK

37' - 2"

(E) W8x COL

(E) CONC. BEAM

(E) BASE PLATE

AND ANCHOR

BOLTS

WT5X9.5 WT5X9.5

3" 2" 2"

1/4

1/4 TYP. PL TO

BASE PL

1/4

TYP. PL

TO WEB

7"x 4"x 3/8" THK.

PL, E.S. OF COL.,

NOTCH AROUND

(E) EXP. BOLTS

3/8" THK. BENT PL

BOLTED TO CONC.

WALL W/ 3/4" DIA.

THRU BOLT,

SEE D1/SF510

3/4" THK. MAX

NON-SHRINK

GROUT

RP-L_CLG_WORK

37' - 2"

2L3X3X1/42L3X3X1/4

2L3X3X1/4

WT5X9.5

TOP OF (E)

CONC. WALL

W.P.

1/4 1/4

3/4" THK. MAX.

NON-SHRINK

GROUT

7/8"

7/ 8"

7/8"

TYP.

1/2" GAP

3/8" THK. BENT PL

BOLTED TO CONC.

WALL W/ 3/4" DIA.

THRU BOLT,

SEE

1' - 0" 1' - 0"

D1/SF510

(E) W8x COL.

3/8" THK. PLATE

1/4" THK. STIFFENER

PLATE E.S. OF WEB

1/4

TYP.

RP-L_CLG_WORK

37' - 2"

2L3X3X1/4

WT5X9.5

1/4

6"x1'-2"x3/8"

BASE PLATE

1/2" DIA.

THREADED ROD

1 1/2"11"1 1/2"

1' - 2"

1 1/2" = 1'-0"D1 DETAIL

1 1/2" = 1'-0"D2 DETAIL

1 1/2" = 1'-0"D3 DETAIL

1 1/2" = 1'-0"D4 DETAIL

1 1/2" = 1'-0"B1 DETAIL

1 1/2" = 1'-0"B2 DETAIL

1 1/2" = 1'-0"B3 DETAIL

1 1/2" = 1'-0"B4 DETAIL

1 1/2" = 1'-0"A1 DETAIL

1 1/2" = 1'-0"A2 DETAIL

1 1/2" = 1'-0"A3 DETAIL

1 1/2" = 1'-0"A4 DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

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L S

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R B

U I L

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BH BH JL

K D

N D

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

WT5X9.5

3/8" THK. BENT

PLATE, ALTERNATE

E.F. OF CONC. WALL

1/4

3/4" THK. MAX.

NON-SHRINK

GROUT

3" SQ. X 1/4" THK.

PLATE WASHER

3/4" DIA. THREADED

ROD EPOXIED INTO

CONC. WALL

(E) CONC. WALL

3" X 3/8" X 3" LONG PLATE AT

PANEL POINT OF EXIST OPEN

WEB JOIST

(E) OPEN WEB JOIST

C8 X 11.5

5/8" DIA. HS BOLT

HANGER RODS FOR

SUPPORTING MECH

EQUIPMENT.

SEE MECH DWGS

1/4

C8X11.5

MECH. EQUIPMENT

SUPPORT AND

HANGER ROD PER MECH

SEE MECH DWGS.

C8X11.5

(E) OPEN WEB

STEEL JOIST

3 1/2" X 3/8" X 3" LONG

PLATE AT PANEL

POINT OF EXIST

OPEN WEB JOIST

SF510

1 1/2" = 1'-0"D1 DETAIL

1 1/2" = 1'-0"D3 DETAIL

3/4" = 1'-0"D2 MECH. EQUIPMENT SUPPORT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

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1 2 3 4 5

SF510

L S

1 7

A -0

R B

U I L

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-5

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G C

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BH BH JL

K D

N D

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

SCALE: 3/4"=1'-0"

12 2

1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL

CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL

BUILDING CODE 2015 EDITION, AND UNIFIED FACILITIES CRITERIA (UFC) 1-200-01

DATED 20 JUNE 2016.

2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND

CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING

CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY

AND MUST BE VERIFIED. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH

THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE

OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE CONTRACTING

OFFICER PRIOR TO COMMENCING ANY WORK.

3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE

AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN

COMPLETED IN ACCORDANCE WITH THE DRAWINGS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND

THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO

PERFORM THE WORK.

5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR

CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE

USED, SUBJECT TO REVIEW AND APPROVAL BY THE CONTRACTING OFFICER.

GENERAL NOTES: STEEL:

1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED

ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES:

A. A.I.S.C. STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION

B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,

ADOPTED MARCH 18, 2005.

C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490

BOLTS.

2. STRUCTURAL STEEL, INDLUCING PLATES, ANGLES, CHANNELS, AND RODS

SHALL CONFORM TO ASTM A36, Fy = 36 KSI. WIDE FLANGE AND WT SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. STRUCTURAL TUBING (HSS) SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. HIGH-STRENGTH STRUCTURAL

STEEL CONNECTION BOLTS SHALL CONFORM TO ASTM A325-N.

3. WELDING: PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) IN ACCORDANCE

WITH A.I.S.C. AND A.W.S. STANDARDS AND PERFORMED BY A.W.S. CERTIFIED

WELDERS.

4. WELDING ELECTRODES: E70XX

5. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED OR

REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.

6. SEE PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TO

DETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED

IN CONCRETE OR MASONRY SHALL NOT BE PAINTED.

7. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER

THE A.I.S.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,

SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY

THE CONTRACTING OFFICER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE

ROTARY STRAIGHTENING PROCESS.

8. ALL BOLTED CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL SHALL HAVE ALL

PLIES IN FIRM CONTACT AND SHALL UTILIZE COMPRESSIBLE-WASHER TYPE

DIRECT TENSION INDICATORS OR TWIST-OFF-TYPE TENSION CONTROL BOLTS

CONFORMING TO RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM

A325 OR A490 BOLTS. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT

HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER

THE SLOT.

1. DESIGN LOADING CRITERIA SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01: STRUCTURAL

ENGINEERING, DATED 1 JUNE 2013, WITH CHANGE 1, 15 MAY 2014.

B. UFC 4-010-01: DoD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS, DATED 9 FEBRUARY 2012 WITH CHANGE 1, 1 OCTOBER 2013

AT BUILDING CATEGORY ..................................................PRIMARY GATHERING

AT LEVEL OF PROTECTION ..............................................LOW

AT APPLICABLE EXPLOSIVE WEIGHT (UFC 4-010-01, TABLE B-1) ....II

AT STANDOFF DISTANCES TO PARKING (UFC 4-010-01, TABLE B-1) ... SEE DWGS.

DESIGN CRITERIA:

1. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO

SUPPORT EXISTING CONTRUCTION AS REQUIRED AND IN A MANNER SUITABLE

TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE

AND AS NOTED ON THE DRAWINGS. SAW CUTTING, IF ANY WHERE USED, SHALL

NOT CUT EXISTING REINFORCING WHICH IS TO BE SAVED. DEMOLITION DEBRIS

SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.

LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING

FLOOR SYSTEMS TO 40 PSF (20 PSF AT ROOFS).

A. ALL NEW…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.