AM02 DRAWINGS.pdf

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US Army Corps of Engineers ®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

FY20 AIRCRAFT MAINTENANCE HANGAR

APRIL 2020

SOTO CANO AIR BASE, HONDURAS

MOBILE DISTRICR PROJECT CODE: M017EU45

SOLICITATION NUMBER : W9127820R0012

AMENDMENT NO. 0002

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COLUMN FOOTING,

SEE SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

COLUMN FOOTING,

SEE SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

W F1

S-301

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S-301

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7519009

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WF-GB1 WF-GB1

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

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5305 4895 27826157 23737642 33187700

F.O. WALL

COLUMN FOOTING,

SEE SCHED., TYP.

S-301

Sim

S-301

S-301

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S-301

Sim

S-301

Sim

S-302

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S-303

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Sim

S-301

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3400 3400

WALL FOOTING, SEE

SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

1971 1970

S-517

RETAINING WALL COORDINATE WITH

CIVIL SITE PLANS FOR LOCATION,

LAYOUT, AND ELEVATIONS

WF1 WF1

WF1 WF-GB1

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

SHEET ID

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F.O. WALL

F.O. WALL

COLUMN FOOTING,

SEE SCHED., TYP.

S-301

Sim

S-301

Sim

10300

S-301

Sim

S-301

Sim

S-302

Sim

S-303

Sim

WALL FOOTING, SEE

SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

W F1

WALL FOOTING, SEE

SCHED., TYP.

S-303

S-517

RETAINING WALL AND CONCRETE

RAMP COORDINATE WITH CIVIL SITE

PLANS FOR LOCATION, LAYOUT, AND

ELEVATIONS

WF-GB1 WF1

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

SHEET ID

U .S

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WALL FOOTING, SEE

SCHED., TYP.

COLUMN FOOTING,

SEE SCHED., TYP.

COLUMN FOOTING,

SEE SCHED., TYP.

WALL FOOTING, SEE

SCHED., TYP.

F.O. WALL

F.O. WALL

F.

O

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WALL FOOTING, SEE

SCHED., TYP.

S-301

Sim

S-301

Sim

S-301

S-301

Sim

S-302

S-302

Sim

S-301

S-301

S-302

S-302

S-302

Sim

S-303

W F1

W F4

S-301

F.O. WALL

F.O. WALL

200 CONCRETE

WALL

3.3

F3

WF-GB3

WF1

2250 2250

WF1

S-301

Sim

602 600

WF1

S-305

F9

F4

F9

WF-GB3

WF1

WF-GB2

WF-GB2

W F1

WF-GB1 WF-GB1 WF1

G B

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

SHEET ID

U .S

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9 10 11 12 13 15 16 1714 6731 6731 559 7877 7877 7878 7877 7878

F11

F12 F11 F11 F11 F4 F4

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W F1

F4 F4

WF1

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/1 S-103

S-

S-

S-

S-

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F.O. WALL

F.O. WALL

COLUMN FOOTING,

SEE SCHED., TYP.

COLUMN FOOTING,

SEE SCHED., TYP.

S-301

S-301

Sim

S-301

Sim

S-302

Sim

S-302

S-303

S-304

42 42

1971 1970

WALL FOOTING, SEE

SCHED., TYP.

WF1 WF1

WF1 WF-GB1

G B

G B

G B

G B

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

SHEET ID

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TYP.

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S-303

F9

F4

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WF-GB1 WF1

WF-GB2

WF-GB2

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

FOUNDATION PLAN NOTES:

1. REFERENCE FINISH FLOOR ELEVATION IS AT 0.00 UNLESS NOTED

OTHERWISE SEE S-108 AND SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION.

2. TOP OF FOOTING ELEVATION = -1000mm U.N.O. FOR EXTERIOR

CONTINUOUS FOOTINGS.

TOP OF FOOTING ELEVATION = -1000mm FOR ALL OTHER FOOTINGS U.N.O.

3. REFER TO SPECIFICATION DIVISION 31 FOR UNDERCUT AND BACKFILL

REQUIREMENTS.

4. WALL FOOTING REINFORCING BARS ARE CONTINUOUS THROUGH

COLUMN FOOTINGS.

US Army Corps of Engineers ®

SHEET ID

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OPEN TO BELOW

RECESS PER

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PLANS

SLAB LEGEND:

130 CONCRETE SLAB ON GRADE W/ 6X6 W2.1 X W2.1 WWF

FINISHED FLOOR ELEVATION = 0

150 CONCRETE SLAB ON GRADE W/ 6X6 W2.1 X W2.1 WWF

FINISHED FLOOR ELEVATION = 0

200 CONCRETE SLAB ON GRADE W/ #13 BARS @ 300, EACH WAY,

FINISH FLOOR ELEVATION = VARIES

100 CONCRETE SLAB ON GRADE W/ 4X4 W2.9 X W2.9 WWF

FINISHED FLOOR ELEVATION = -12 TO ADJACENT SLAB

150 CONCRETE SLAB ON GRADE W/ 6X6 W2.1 X W2.1 WWF

FINISHED FLOOR ELEVATION = +40

ELEVATIONS ARE IN REFERENCE TO AN ASSUMED FINISHED FLOOR ELEVATION OF 0.

SEE SITE DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATIONS.

US Army Corps of Engineers ®

SHEET ID

U .S

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W 14X109

W

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W

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W

X13

W

X10

W

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RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

C J C J

C J

C J

C J

C J C J

C J

C J

C J

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C J

C J

C J

C J

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CJ

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CJ

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CJ

CJ

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CJ

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S-302

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S-303

CONTROL / CONSTRUCTION JOINT,

SEE TYPICAL DETAILS

BRACED BAY BRACED BAY

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BR

AC

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B

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C J

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C J

C J

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W 14X257

W 14X257W

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W

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W

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W

X13

W

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W 14X132

BRACED BAY

BRACED BAY

S-301

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CONC. STOOP

CONC. STOOP

6700 2075 9434

HANGAR DOOR RAIL

PER DOOR MANUFACTURER

S-305

S-501

Sim

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

WORK STATION,

COORDINATE WITH

MECHANICAL DRAWINGS,

TYP.

S-304

200 CONCRETE

WALL, TYP.

TRENCH DRAIN, COORDINATE

WITH ARCHITECTURAL AND

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EQUIPMENT PAD,

COOR. W/ MECH. DRAWINGS

RECESSED FLOOR MAT,

SEE ARCH, TYP.

PLAN NORTH

KEY PLAN

D E F A B C

NOTE:

ALL REENTRANT CORNER BARS

NOT SHOWN FOR CLARITY

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U .S

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US Army Corps of Engineers ®

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TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

STEEL COLUMN,

SEE PLAN, TYP.

SLAB,

SEE PLAN

SEE S-502 FOR DETAILS

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FINISH FL.

C

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SE

E

SC

H

ED

T

SEE SCHED.

W

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

TY

P.

S

PL

IC

E

SLOPE

GRADE BEAM INTEGRAL

W/ FTNG WHERE

REQUIRED PER PLANS,

SEE SCHEDULE ON

S-601, TYP

SEE S-108 FOR SLAB ELEVATION, THICKNESS, AND REINFORCING.

NOTE:

INTERMEDIATE BOND BEAMS ARE REQUIRED PER GENERAL NOTES.

US Army Corps of Engineers ®

SHEET ID

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1 : 202 SECTION

1 : 203 SECTION

1 : 204 SECTION

1 : 205 SECTION

1 : 206 SECTION

1 : 207 SECTION

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T.O. FTG.

-1000

C

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL,

TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

SLAB,

SEE PLAN

STEEL COLUMN,

SEE PLAN, TYP.

TY

P.

S

PL

IC

E

CROSS BRACING,

SEE ELEVATIONS, TYP.

T

SE

E

SC

H

ED

SEE S-502 FOR

DETAILS, TYP.

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FINISH FL.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

200 CONCRETE WALL,

SEE 9/S-302 FOR REINFORCEMENT,

TYP.

#13 BARS @ 225 O.C.,

TYP.

REINFORCMENT PER PLAN,

TYP.

PERIMETER TOP BARS,

SEE PLAN, TYP.

90 DEGREE HOOK

DOWELS MATCHING

WALL REINFORCMENT,

TYP.

20 CHAMFER,

TYP.

SE

E

SC

H

ED

T

SEE SCHED.

W

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

TY

P.

S

PL

IC

E

FINISH FL.

11 12

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

STEEL COLUMN,

SEE PLAN, TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

SE

E

SC

H

ED

T

SEE S-502 FOR DETAILS

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FINISH FL.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

200 CONCRETE WALL,

SEE 9/S-302 FOR REINFORCEMENT,

TYP.

#13 BARS @ 225 O.C.,

TYP.

REINFORCMENT PER PLAN,

TYP.

PERIMETER TOP BARS,

SEE PLAN, TYP.

90 DEGREE HOOK

DOWELS MATCHING

WALL REINFORCMENT,

TYP.

STEEL JOIST, SEE PLAN, TYP.

SE

E

SC

H

ED

T

SEE SCHED.

W

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

FILL VOID BETWEEN

WALLS WITH GROUT

TY

P.

S

PL

IC

E

CONT. 6 X 125 X 125 BENT PLATE,

CONT. THREE SPANS MINIMUM,

TYP.

TYP.

SEE ARCH.

#13 BARS @ 225 O.C.

STAGGERED. TYP.

#13 BARS @ 225 O.C.,

STAGGERED, TYP. 200 CONCRETE WALL,

TYP.

FINISH FL.

VA

R

IE

S

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

SLAB,

SEE PLAN

GRADE BEAM INTEGRAL

W/ FTNG WHERE

REQUIRED PER PLANS,

SEE SCHEDULE ON

S-601, TYP

US Army Corps of Engineers ®

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1 : 208 SECTION

1 : 2011 SECTION 1 : 2013 SECTION

1 : 2012 SECTION

1 : 209

TYPICAL VAULT WALL

REINF. LAYOUT

1 : 2010 SECTION

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TABLE 1

COL

GRID LOCATION

BASE PLATE

THICKNESS

Q-4; Q-11; Q-12; Q-20 38 (1.5")

R-4; J-4; E-4; C-4; C-7;

C-10; C-11; E-11; J-11;

R-11; R-12; J-12; E-16;

E-17; E-20; J-20; R-20

BASE PLATE,

THICKNESS PER TABLE 1

(4) 25 DIA. F1554 GR. 55

ANCHOR ROD PER NOTE 1.

32 (1.25")

(1) ANCHOR ROD HOLES THRU BASE PLATES SHALL BE OVERSIZED OR

LARGER THAN OVERSIZED. IF LARGER THAN OVERSIZED HOLES ARE

USED, PROVIDE PLATE WASHERS PER AISC MANUAL TABLE 14-2.

FIELD WELD WASHERS TO BASE PLATE ALL-AROUND USING 6 MM

FILLET WELD.

20 (3/4") DIA. ANCHOR:

MAX HOLE DIAMETER: 33 (1-5/16")

MIN WASHER SIZE: 50 x 50 x 7 THCK (2" x 2" x 1/4" THCK)

25 (1") DIA. ANCHOR:

MAX HOLE DIAMETER: 45 (1-13/16")

MIN WASHER SIZE: 75 x 75 x 10 THCK (3" x 3" x 3/8" THCK)

50 (2") DIA. ANCHOR:

MAX HOLE DIAMETER: 82 (3-1/4")

MIN WASHER SIZE: 125 x 125 x 19 THCK (5" x 5" x 3/4" THCK)

(2) CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION

SUITABLE FOR THE THICKNESS OF MATERIAL BEING FASTENED PLUS

GROUT ALLOWANCE AND CONSTRUCTION TOLERANCES, UNO.

UNO, PROVIDE 50 (2") THICK NON-SHRINK HIGH STRENGTH

NON-METALLIC GROUT UNDER ALL BASE PLATES.

NOTES:

50 NON-SHRINK GROUT, MIN

STD WASHER

HEAVY HEX NUT

BASE PLATE PER PLAN

T. OF CONCRETE

PR

O

J, N

O

TE

TA

BL

E

EM

BE

D M

EN

T

M

IN

TACK WELD

HEAVY HEX NUT

100 100

240 240

50 TYP

50 TYP

CL COL

CL COL

BASE PLATE,

THICKNESS PER TABLE 1

(4) 20 DIA. F1554 GR. 55

ANCHOR ROD PER NOTE 1.

T

YP

T

YP

COL PER PLAN

W14 COL

HSS COL ANCHOR ROD DETAIL

COL

SECTION

W14

HSS H-21; H-22 25 (1")

ANCHOR ROD

EMBEDMENT

450 (18")

450 (18")

350 (14")

(10) 50 DIA. F1554 GR. 55

ANCHOR ROD PER NOTE 1.

COL

CENTERLINE * 85 UNLESS OTHERWISE

REQUIRED FOR AISC

CLEARANCE REQUIREMENTS

BASE PLATE,

THICKNESS PER TABLE 1

CJP

COL

CENTERLINE

GUSSETD

EP

TH

O

F C

O L

M

IN85

M

IN85

85 MIN 85 MIN

AS REQUIRED FOR AB LAYOUT OR

GUSSET PLATE WELD TO BASE PLATE

200 MIN

COL

CENTERLINE

W14

(BRACED)

R-2; Q-2; R-3.3; Q-3.3;

K-4; G-4; C-5; C-6; C-8;

C-9; G-11; K-11; G-12;

K-12; E-12; E-13; E-14;

E-15; E-18; E-19; G-20;

K-20

75 (3") 875 (34")

APPROX. W/

EMBED PLATE,

PER 72/S-511

WASHER, NOTE 1

W14 COL (BRACED)

B/STL. = 137'-0"

BRIDGE CRANE RUNWAY

BEAM BY BRIDGE CRANE SUPPLIER

TRUSS LOWER CHORD

WT NEAR SIDE AND FAR SIDE

(CUT TO SUIT)

CONNECTION OF BRIDGE CRANE

RUNWAY BEAM TO BE DESIGNED

BY CRANE SUPPLIER

1/4

1/4

TYP.

5/16

5/16

TYP.

T/STL. = 136'-0"

NOTE: TOP OF STEEL ELEVATION FOR BRIDGE CRANE RUNWAY BEAM MAY VARY IN ORDER

TO MEET HOOK HEIGHT REQUIREMENTS.

B/STL. = 137'-0"

BRIDGE CRANE RUNWAY

BEAM BY BRIDGE CRANE SUPPLIER

BEAM, SEE PLAN

CONNECTION OF BRIDGE CRANE

RUNWAY BEAM TO BE DESIGNED

BY CRANE SUPPLIER

T/STL. = 136'-0"

NOTE: TOP OF STEEL ELEVATION FOR BRIDGE CRANE RUNWAY BEAM MAY VARY IN ORDER

TO MEET HOOK HEIGHT REQUIREMENTS.

US Army Corps of Engineers ®

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2 0

1 : 1234 COLUMN BASE PLATE DETAILS

1 : 1235

CONNECTION OF BRIDGE CRANE

RUNWAY BEAM TO ROOF TRUSS

1 : 1236

CONNECTION OF BRIDGE CRANE

RUNWAY BEAM TO SUPPORT BEAM

GRID

WP

TYP.

540 TYP

NS, FS, TYP

25 THK (t) A36 PL, TYP

BRACE PER EL., TYP.

8 550 + X

BEAM, PER EL., TYP.

FLAT BAR 25X85

(A572 GR. 50)

(1-NS, 1-FS), TYP

ERECTION BOLT

M

IN

, T

YP

275 TYP

275 TYP

x (EXTENT OF SLOT)

2t MIN, 4t MAX, TYP (t = PL THCKNESS)

750 MIN, TYP

M

IN, T

YP

25 THK (t) A36 PL, TYP

PL 13X365X180

A572 GR. 50, TYP

(1-NS, 1-FS)

50 75 50

13 MIN, TYP

25 DIA. A325-X BOLTS

IN STA. HOLES, TYP.

TYP.

GRID

WP

50 75 75 50 50 75 75 50

50 75 75 50 50 75 75 50

19 THICK STIFFENER,

TYP. 19 THK (t) A36 PL. , TYP.

M

IN

750 MIN.

TYP.

2t M

IN.

4t M AX. (t=

PL THICKNESS)

X (EXTENT OF SLOT)

NS, FS

ERECTION BOLT

PER

EL., TYP.

25Ø A325 BOLTS

BEAM, MATCH BEAM BEING SPLICED, TYP.

TYP.

COL. PER PLAN AND EL.

FLAT BAR 25X85

(A572 GR. 50)

(1-NS, 1-FS)

BRACE PER EL., TYP.

8 450 + x

WP

NS, FS,

TYP,

NOTE 5

19 THK (t) A36

THRU PL, NOTE 2

FLAT BAR 25X40

(A572 GR. 50)

(1-NS, 1-FS), NOTE 1

BRACE PER

PLAN AND EL.

NOTE 4

x (EXTENT OF SLOT)

NOTE 4

NOTE 3

8 450 + x

TYP,

NOTE 6

TYP

8 450

2t M

IN

. 4 t M

AX

125 TYP

30.00°

NOTE 4

225 TYP

NOTES

1. FLAT BAR 25X85 @ HSS 8X8

2. THRU PL 25 THK (t) @ HSS 8X8

3. 540 @ HSS 8X8

4. 275 @ HSS 8X8

5. FILLET WELD 13 @ HSS 8X8

6. FILLET WELD LENGTH 550 + x @ HSS 8X8

Q R

A36 PL, THKNESS (t):

19 @ L6X6 16 @ L4X4

TYP

5 @

L6 X6

13 TYP @ L6X6

BRACE

T. & BOT.

240 MIN, TYP25 TYP

525 @ L6X6

TYP.

DEG. M

IN.

PL 7X365X250 TYP

(A572 GR. 50)

(1-NS, 1-FS)

BEAM PER EL.

BM STUB, MATCH BM PER EL.50 75 50

13 TYP

TYP

TY

P

25 DIA. A325 BOLTS

IN STD. HOLES, (6) EA

SIDE OF SPLICE, TYP.

25X25 CLIP, TYP

20 DEG. MIN, TYP25 MIN, TYP

(t = PL THICKNESS)

2t M IN, 4t M

AX, TYP

8 TYP @ L4X4

BRACE

0 @

L4 X4

A36 PL, THKNESS (t):

19 @ L6X6 16 @ L4X4

25 MIN, TYP

450 @ L4X4

13 TYP @ L6X6

BRACE

8 TYP @ L4X4

BRACE

WP

WP

125 @ L4X4

175 @ L6X6

125 @ L4X4 175 @ L6X6

PROVIDE (1) 19 DIA. A325 BOLTS

IN STD. HOLES @ EACH BRACE

CROSSING

US Army Corps of Engineers ®

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1 : 1062 DETAIL

1 : 1063 DETAIL

1 : 1068 DETAIL

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2 0

1 : 1071 DETAIL

CL OF BEAM

SYMETRICAL

PL 19X140X500

(A36, 1-NS, 1-FS)

ERECTION

BOLT BEAM PER EL., TYP.

FLAT BAR 25X75

(A572 GR. 50)

(1-NS, 1-FS)

NS, FS

25 (t) A36 PL

BRACE PER EL., TYP.

PE

R

EL

. T

YP

25 MIN., TYP.

8 550 + x

2t M

IN

4t M

AX

t=

PL

T

HI

CK

NE

SS

x (E

XT

EN

T O

F

SL

O T)

C L

SY

M

ET

R

IC

AL

1000 MIN. TYP.

WP

x (EXTENT OF SLOT)

2t MIN.

4t MAX. (t=

PL THICKNESS)

NOTE 3

750 MIN

50 75 50

25Ø A325 BOLTS, TYP.

@ W12x53: (6) BOLTS @ W21x101: (10) BOLTS

EXTENDED SHEAR TAB,

13 THK, (A36)

VERT. STIFFENER

(MATCH THK OF GUSSET

OPPOSITE COL. WEB)

VERT. STIFFENER

(MATCH THK OF GUSSET

OPPOSITE COL. WEB)

COL PER PLAN AND EL.

19 THK STIFFENERS, TYP.

25X25 CLIP,

TYP.

N O

TE

M

IN

8 450 + x

FLAT BAR 25X40

(A572 GR. 50)

(1-NS, 1-FS)

BRACE PER PLAN AND EL.,

TYP.

CL

BEAM

M

IN., TYP.

19 THK (t) A36 PL

NS, FS

PL (A36)

MATCH BM WEB

THICKNESS 50

50 75 75 50

50 75 75 50 25Ø A325-X BOLTS IN STD. HOLES, TYP.

@ W16x100: (12) BOLTS EA SIDE @ W21x101: (15) BOLTS EA SIDE

BEAM PER PLAN, TYP.

PL, A572 GR. 50 (1-NS, 1-FS)

@ W16x100: PL 13X515X325 @ W21x101: PL 13X515X400

PL 19 THK,

(A36)

2t

4t M

AX.

X(EXTENT O

F SLO

T)

FLAT BAR 25X75

(A572 GR. 50)

(1-NS, 1-FS), NOTE 1

BRACE PER PLAN AND EL.,

TYP.

25 THK (t) A36 PL

8 550 + x

25 13

NS, FS

ERECTION BOLT

M

IN

750 MIN.

NOTES

1. FLAT BAR 25X85 @ HSS 8X8

2. 500 MIN @ SCBF ON GRID R & Q

3. 550 MIN @ SCBF ON GRID R & Q

FINISH FL.

T.O. FTG.

-1000

WP

TYP.

100 TY

P.

50 THK EMBED PL (A36)

(MATCH PLAN DIMENSIONS OF

COLUMN BASE PLATE), TYP.

REINFORCMENT PER

SCHEDULE, TYP.

M

IN

740 MIN.

COLUMN FOOTING PER

SCHEDULE, TYP.

32 (t) A36 PL

(t

G

US

SE

T

PL

AT

E

TH

IC

KN

ES

S)

2t M

IN

4t M

AX

x (E

XT

EN

T O

F

SL

O T)

25X25 CHAMFER,

TYP.

VERTICAL STIFFENER

(MATCH THICKNESS OF GUSSET

OPPOSITE COLUMN WEB)

19 THK STIFFENER,

TYP.

FLAT BAR 25X85

(A572 GR. 50)

(1-NS, 1-FS)

BRACE PER EL., TYP.

8 600 + x

TYP.

M

IN

D

EP

TH

O

F C

O L.

M

IN

AS

R

EQ

'D

F O

R

AB

L

AY

O U

T

* 85 UNLESS OTHERWISE

REQUIRED FOR AISC

CLEARANCE REQUIREMENTS

85 MIN

AS REQUIRED FOR AB LAYOUT OR

GUSSET PL WELD TO BASE PLATE

(10) 50Ø F1554 GR. 55 W/

EMBEDMENT AS INDICATED,

PROVIDE PLATE WASHERS

19x125x125 MIN. @

OVERSIZED HOLES IN BASE PLATE

BASE PLATE (A36)

75 THICK, TYP.

CJP

COL

CENTERLINE

COL

CENTERLINE

60 THCK NON-SHRINK

HIGH STRENGTH NON-

METALLIC GROUT

COL

CENTERLINE

GUSSET

NS, FS

200 MIN, TYP85 MIN

TOP OF

SLAB

PROVIDE 25 THCK

COMPRESSIBLE

MATERIAL ON BOTH

SIDES OF GUSSET

PLATE, TYP

GRADE BEAM

& CONN. PER

DETAIL

SCHEDULE

ON S-601

WP

50 75 75 50 50 75 75 50 x (EXTENT OF SLOT)

2t MIN.

4t MAX. (t=

PL THICKNESS)

M

IN

750 MIN.

50 75 50

SAME WELD DETAIL

AS OPPOSITE END

19 THK (t)

A36 PL

19 THK STIFFENER,

TYP.

VERT. STIFFENER,

(MATCH THICKNESS OF

GUSSET OPPOSITE COL. WEB)

25Ø A325 BOLTS

EXTENDED SHEAR TAB

13 THK, (A36)

COL. PER PLAN AND EL.

BM PER PLAN

AND EL

PL (A36)

MATCH BM WEB

THICKNESS

PL 13X515X230

(A572, GR50)

(1-NS, 1-FS)

25Ø A325 BOLTS

PER

EL., TYP.

US Army Corps of Engineers ®

SHEET ID

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1 : 1074 DETAIL

T.O. FTG.

-1000

R

19 THK (t) A36 PL

TYP

STIFF. PLATES PER

BRACED FRAME DETAILS

L BRACE PER EL.

(t = PL THICKNESS)

2t M IN, 4t MAX, TYP

25 MIN

D

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WP

TO

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FT

N

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GRADE BEAM & CONN.

PER DETAIL SCHEDULE

ON S-601

15 MIN. GUSSET PLATE,

TYP.

TYP.

HSS BRACE FRAME,

SEE ELEVATION FOR FORCES

TYP.

GRID

WP

WP

GRID

15 MIN. GUSSET PLATE,

TYP.

STANDARD CONNECTION,

SEE TYPICAL DETAILS

TYP 3

SIDES

TYP

L BRACE PER EL.

TYP

R

B.O. DOOR

SUPPORT

WP

15 MIN. GUSSET PLATE,

TYP.

STANDARD CONNECTION,

SEE TYPICAL DETAILS

TYP 3

SIDES

TYP

L BRACE PER EL.

GRID

WP

TYP.

TYP.

HSS BRACE FRAME,

SEE ELEVATION FOR FORCES

STANDARD CONNECTION,

SEE TYPICAL DETAILS

NOTE:

TRANSFER FORCES ACROSS

CONNECTION, SEE BRACED

FRAME ELEVATION

TYP.

15 MIN. GUSSET PLATE,

TYP.

US Army Corps of Engineers ®

SHEET ID

U .S

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1 : 10103 DETAIL

1 : 20104 DETAIL

1 : 20105 DETAIL

1 : 20107 DETAIL

1 : 20106 DETAIL

50 75

125 (28) 20 DIA. X 125 LONG STUDS EVENLY SPACED PER EA. BAR 125

#13 TIES @ 200 O.C. MAX 75 50

TYP

1500 1500

440 440

- 2

EQ

. S

PA

(4

E

.F

(2) #16 ADDITIONAL BARS

(2) #16

ADDITIONAL

BARS

REINF. PER

SCHEDULE, TYP

SLAB,

SEE NOTE 1

APPLY BOND

BREAK

40 THICK A572 GR 50 BAR,

EA SIDE OF GUSSET PLATE

GUSSET PER ELEVATION

& DETAILS, TYP

- 2

5 10

50 75 #13 TIES @ 200 O.C. MAX

125 (22) 20 DIA. X 125 LONG STUDS EVENLY SPACED PER EA. BAR 200

75 300

TYP

SYMMETRICAL

ABOUT MIDDLE

COLUMN

300 75

(2) #16 ADDITIONAL BARS

45 THICK A572

GR 50 BAR, EA

SIDE OF

GUSSET PLATE

APPLY BOND

BREAK

SLAB,

SEE NOTE 1

GRADE BEAM

TIES

(2) #16

ADDITIONAL

BARS

REINF. PER

SCHEDULE, TYP

GRADE BEAM

TIES

EQ

. S

PA

(4

E

.F

200 VARIES

WF1 WIDTH PER SCHEDULEAS REQUIRED

WF1 WIDTH PER SCHEDULEAS REQUIRED

200 VARIES

200 200 75 APPROX.

SYMMETRICAL

12 11

C

E

- 2

TO

T

. O F

SL

AB

50 75 #13 TIES @ 200 O.C. MAX 5075

125 (28) 20 DIA. X 125 LONG STUDS EVENLY SPACED PER EA. BAR

(2) #16 ADDITIONAL BARS

525 525

45 THICK A572 GR 50 BAR,

EA SIDE OF GUSSET PLATE

TYP

TOP OF FLOOR SLAB,

PER PLAN

TOP OF FLOOR SLAB,

PER PLAN

TOP OF FLOOR

SLAB, PER PLAN

(2) #16

ADDITIONAL

BARS

GRADE BEAM

TIES REINF. PER

SCHEDULE, TYP

APPLY BOND

BREAK

200 200 200 APPROX.

R

Q

50 75 #13 TIES @ 200 O.C. MAX 75 50

EVENLY SPACED PER EA. BAR

(11) 20 DIA. X 125 LONG STUDS 125

40 THICK A572 GR 50 BAR,

EA SIDE OF GUSSET PLATE

TO

T

. O F

SL

AB

PE

R

D

ET

AI

LS

REINF. PER

SCHEDULE, TYP

(6) #16 ADDITIONAL

BARS PER

GRADE BEAM

REINF. PER

SCHEDULE, TYP

(6) #16 ADDITIONAL

BARS PER

GRADE BEAM

200 200 10

TYP

TOP OF FLOOR SLAB,

PER PLAN

APPLY BOND

BREAK

200200200 APPROX.

2RQ

3.32

K J

5 6

WF1 WIDTH PER SCHEDULEAS REQUIRED

8 9 12 13

14 15 18 19

TOP OF FLOOR

SLAB, PER PLAN

M

AR

K:

W

F- G

B1 M

AR

K:

W F-

G B2

G

B2 M

AR

K:

W F-

G B3

M

AR

K:

G

B4

GRADE BEAM SCHEDULE

ELEVATION SECTION

NOTES:

1. INCREASE OR DECREASE THICKENED

EDGE OF FLOOR SLAB AS NECESSARY

TO BEAR ON TOP OF GRADE BEAM

CONCRETE.

US Army Corps of Engineers ®

SHEET ID

U .S

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M Y

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COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKS

LENGTH

(L)

WIDTH

(W)

THICKNESS

(T)

LONGITUDINAL TRANSVERSE

QTY SIZE QTY SIZE

F1 2000 2000 6 19 6 19 TOP AND BOTTOM

F2 2400 2400 7 19 7 19 TOP AND BOTTOM

F3 7500 4500 15 25 27 25 TOP AND BOTTOM

F4 4000 4000 10 25 10 25 TOP AND BOTTOM

F6 8000 8000 32 25 32 25 TOP AND BOTTOM

F7 7500 6000 20 25 27 25 TOP AND BOTTOM

F8 7500 6000 20 25 27 25 TOP AND BOTTOM

F9 5500 5500 16 25 16 25 TOP AND BOTTOM

F10 18070 8000 20 25 50 25 TOP AND BOTTOM

F11 4000 4000 13 25 13 25 TOP AND BOTTOM

F12 4500 4500 14 25 14 25 TOP AND BOTTOM

WALL FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

NOTES

WIDTH

(L)

THICKNESS

(T)

LONGITUDINAL TRANSVERSE

QUANTITY SIZE SIZE SPACING

WF1 1000 600 3 16 16 300 TOP AND BOTTOM

WF4 1300 600 4 16 16 300 TOP AND BOTTOM

WF-GB2 1104 600 4 16 16 300 TOP AND BOTTOM

WF-GB1 1243 600 4 16 16 300 TOP AND BOTTOM

WF-GB1 1154 600 4 16 16 300 TOP AND BOTTOM

WF-GB2 1153 600 4 16 16 300 TOP AND BOTTOM

WF-GB3 1211 600 4 16 16 300 TOP AND BOTTOM

NOTE:

ELEVATIONS SHOWN ON SCHEDULE IS IN REFERENCE TO A FINISH FLOOR ELEVATION OF 0.

M

AR

K

DA

TE

AM

E N

D

- R

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I S E

PE

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EN

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2 0

WALL FOOTING SCHEDULE

COLUMN FOOTING SCHEDULE